Construction of new compound wall of garden in Usmanpura village, upgradation of compound wall and toilet repair in Senior Citizen Garden Bhimjipura, toilet repair in Vande Mataram Garden, Necessary repair work in Keshavnagar Community Hall and necessary repair work in other municipal buildings in Sardar Patel Stadium ward of West Zone (ARC)

1. Name of Work : Construction of new compound wall of garden in Usmanpura village,

upgradation of compound wall and toilet repair in Senior Citizen

Garden Bhimjipura, toilet repair in Vande Mataram Garden, Necessary

repair work in Keshavnagar Community Hall and necessary repair

work in other municipal buildings in Sardar Patel Stadium ward of

West Zone (ARC)

2. Tender Estimated Cost : Rs:-

: 1% of the Tender Cost in the form of Rs. 59,999.00 (D.D. / Pay

3. Earnest Money

- Order / Local Micr Check/B.G.)

4 Tender Fee Rs : Demand Draft of Rs.2400.00

5 S.D. : 5 % of tender amount

6. Time-Limit : 12 months

7. Validity Period : 120 Days

(a) Eligibility Criteria Register “D” class in PWD in Govt. R&B/CPWD/AMC or

equivalent registration with any other state Govt. or

8. (i) Last Date of Submission of :

the Tender 30.04.2026 upto 18:00 PM

(ii) Mode of Sending : a) In Sealed cover in duplicate copies by Registered Post A.D,

or by Courier.or hand delivery

b) Tender sent by ordinary post will be rejected out right.

(iii) Description essential to :

a) Name of work, Tender Notice No. & Tender No.

be made on sealed cover b) Date of receiving tender by Corporations.

(iv) Mode of quoting rates in :

The Price bid shall be submitted online only. It

Schedule of Quantities and shall not be submitted Physically.

9. Date of Opening : 01.05.2026, 15:00 PM

10 Place of Submission & : Submission of EMD. Tender fee and other Documents during office

Opening of Tender hours: On Dt.01.05.2026 &12:00 pm West Zone, 2nd Floor, A.M.

Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad

Municipal Corporation, W.Z. Office, Ahmedabad-380013.

11 Penalty Due to Delay of work (1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)

Rs.2500 per day (for tenders amounting above 10 Lakhs and upto

30 Lakhs), (3) Rs.5000 per day (for all tenders amounting above

Lakhs) but not more then 10% of bill

Defect Liability : As per ‘B-1 Form Close

Whenever a work is allotted by Engineering staff, whether minor or

13 Time permitted to start parts

major of part thereof of any amount, the contractor shall be bound to

of work start the works within 48 hours of intimation of work. Communication

done telephonically via SMS, Via Whatsapp and through letter / E-

mail shall be considered legal and binding for the same. Failure of

comply to start the works in 48 hours of intimation as above by

contractor the contractor shall be levied penalty of (1) Rs.1000/- per

day (for tenders amounting upto 10 Lakhs), (2) Rs.2500 per day (for

tenders amounting above 10 Lakhs and upto 30 Lakhs), (3)

Rs.5000 per day (for all tenders amounting above 30 Lakhs). Three

times failures by contractor shall make contractor responsible to be

black listed unless and otherwise justified properly in writing /

binding within 15 days of last notice of penalty.

 The staff of the contractor shall wear safety jackets,

hoes, helmets etc. while on duty and any violation will attract

fine of Rs. 5,000/- for each incident.

Safety Failure to erect safety signage or trying to carry out he

works without proper precautions/safety measures as

equired will attract a fine of Rs. 5,000/- for each incident.

The contractor shall be responsible to make good and remedy at

his own expense any defect which may develop or may be noticed

before the period mentioned hereunder from the certified date of

completion, The within 15 days of receipt of the notice. In the case

of failure on the part of the contractor, the Engineer-in-charge may

rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate

the whole or any part of the amount of security deposit towards

the expenses, if any, Incurred by him in rectification, removal or re-

execution. The Defects Liability period shall be as under(a) for all

works costing upto Rs. 50,000 ( amount put to tender), the period

shall be 3 months from the certified date of completion.

Defect &Liability Period

14 (b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore

(amount put tender), the period shall be 6 months from the

certified date of completion or one monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period

shall be 12 months from the certified date of completion which

should include one monsoon.

(d) For building works, the period specified in (a), (b) or (c) above

OR elapse of monsoon period following the certified date of

completion, whichever is later. For the purpose of deciding the

monsoon period, the 30th September may be treated as the last

Compensation for Delay 10% of Remaining work (As per Circular)

Whenever a work is allotted by Engineering staff, whether minor

or major of part thereof of any amount, the contractor shall be

bound to start the works within 48 hours of intimation of work.

Communication done telephonically via SMS, Via Whatsapp and

through letter / E-mail shall be considered legal and binding for

the same. Failure of comply to start the works in 48 hours of

Time permitted to start parts intimation as above by contractor the contractor shall be levied

16 of work penalty of (1) Rs.1000/- per day (for tenders amounting upto

Lakhs), (2) Rs.2500 per day (for tenders amounting above

Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders

amounting above 30 Lakhs). Three times failures by contractor

shall make contractor responsible to be black listed unless and

otherwise justified properly in writing / binding within 15 days of

last notice of penalty.

Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part Of

Addendum/Corrigendum

17 Tender And The Same As to be Attached Along With The Tender

EPF Act As per Acoount Department circular no-37 Date:09/08/2018

GST will be paid extra by AMC/Authority at prevailing rate to the

Signature of contractor

Add. City Engg.(West Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :Date :

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT-WEST ZONE

Name of The Work:- Construction of new compound wall of garden in Usmanpura village, upgradation of compound

wall and toilet repair in Senior Citizen Garden Bhimjipura, toilet repair in Vande Mataram Garden,

Necessary repair work in Keshavnagar Community Hall and necessary repair work in other

municipal buildings in Sardar Patel Stadium ward of West Zone (ARC)

Sr. Rate in Amount

Qty Description of Item Per

Excavation for foundation up to1.5 m depth including

sorting out and stacking of useful materials and

disposing of theexcavated stuff upto 50 Meter 115.92

lead.(A) Loose or soft soil

1.5 to 3.0 mt.depth

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials

c 10.00 and disposing off Cmt

the excavated stuff upto 50 Meter lead.(A) Loose or soft

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter 270.83

lead.(C) Hard Murrum

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

not exceeding 20 cm. in depth consolidation each 129.10

deposited layer by ramming and watering.

Filling in plinth with sand underfloors

3 10.00 including watering ramming, consolidating and Cmt

dressing etc. complete.

Filling in foundation and plinth with murrum or selected

4 50.00 soil in layers of 20 cm. thickness including Cmt

watering, ramming and consolidating etc.

Providing and laying cement concrete1:5:10

(1-Cement: 5- coarses sand and:10-hand broken

5 10.00 stone aggregates 40mm nominal size) and Cmt

curing complete excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton).

Providing and laying cement concrete1:4:8

(1-Cement: 4- coarses and:8-hand broken stone

6 10.00 aggregates 40mm nominal size) and curing Cmt

complete excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton).

Providing and laying cement concrete 1:3:6 (1-Cement :

3- coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of 2,956.44

formwork in (A) Foundation and Plinth..

Providing and laying cement concrete 1:3:6 (1-

Cement:3-coarse sand:6-hand broken stone

8 10.00 aggregates 20mm nominal size) and curing Cmt

complete including cost of formwork in (A) wall

caps/coping (upto 10 ton)..

Providing and laying cement concrete work

1:2:4 ((1-Cement:2- coarse sand:4-graded aggregates

20mm nominal size) curing complete

excluding cost of formwork and reinforcement.

Foundations, footings, base or columns and mass

concrete 3,923.53

Slabs, landing, shelves, balconies, lintels, beams,

girders and cantilivers upto floor two level 4,012.47

Independent piers, columns, and pillars, upto floor two

Provdg. & laying cement concrete 1:2:4 (1 cement :

coarse sand : 4 graded stone aggregates 20 mm

nominal size) for reinforced concrete chhajjas

not exceeding 10 cm. thickness upto floors two level

including finishing the exposed surfaces with 6,487.07

cement mortar 1:3 (1 cement : 3 find sand) to give a

smooth and even surface centering and form work

and curing complete excluding cost of reinforcement.

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

11 1.00 formwork and reinforcement for reinforced concrete Cum

work in (A) Foundations, footings,Base of

columns and Mass concrete

Providing and laying in position Ready Mixed

M-150 grade concrete for reinforced cement

conctere work, using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work intransit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of 3,790.21

centering shuttering finishing and

reinforcement including cost of admixtures

inrecommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve

work ability without impairing strength and durability

as per direction of theEngineer-in-charge. Without Fly

Ash (Min cement level as per latest IS456 shall

Providing and laying in position Ready Mixed

M-200 grade concrete for reinforced cement

conctere work, using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work intransit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of 4,793.10

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve

work ability without impairing strength and durability

as per direction of theEngineer-in-charge. Without Fly

Ash (Min cement level as per latest IS456 shall

Providing and laying controlled cement concrete

M.200for curing complete excluding cost of

12a 100.00 formwork and reinforcement for reinforced concrete Cum

work in (A) Foundations, footings,Base of

columns and Mass concrete

Walls, from top of foundation level upto floor two level

Slabs,landing,shelves,Balconies Lintels, Beams,

Girders and Cantilever upto floor two level. 4,460.36

Columns, Pillars posts and struts upto floor two level.

Staircases excluding landing upto floor two level

Vertical and Horizontial its upto floor two level.

Providing and laying in position Ready Mixed

M-250 grade concrete for reinforced cement

conctere work, using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to site of

work intransit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of 4,853.56

centering shuttering finishing and

reinforcement including cost of admixtures in

recommended proportions as per IS:9103 to

accelerate/ retard setting of concrete, improve

work ability without impairing strength and durability

as per direction of theEngineer-in-charge. Without Fly

Ash (Min cement level as per latest IS456 shall

be maintained) (Cement level 450 kg )

Providing and laying controlled cement concrete M.250

13A and curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in

Foundations, footings, Base of columns and Mass

concrete. 4,238.04

Walls, from top of foundation

level upto floor two leve 4,519.88

Slabs,landing,shelves,Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level. 4,496.07

Columns, Pillars posts and

struts, upto floor two level. 4,593.91

Providing and laying in position Ready Mixed M-300

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of

laying, excluding the cost of centering shuttering 5,043.66

finishing and reinforcement including cost of admixtures

in recommended proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability without impairing strength

and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest

shall be maintained)

Providing and laying in position Ready Mixed M-350

grade concrete for reinforced cement conctere work

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up

to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of

15 1.00 R.M.C. from transit mixer to site of Cum

laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures

in recommended proportions as per IS: 9103 to

accelerate/ retard setting of

concrete, improve workability without impairing strength

and durability as per direction of the Engineer - in -

charge. Without Fly Ash(Min cement level as per latest

shall be maintained)

Providing and Laying ordinary cement concrete

1:2:4 (1-Cement 2-coarsesand: 4-graded stone

aggregates 20 mm nominal size) and finishing

15a 1.00 smooth with curing etc. complete including the cost of Cum

form work but excluding the cost of reinforsement for

R.C.C work in (iv) Slabs having more than 13 cm and

upto 15 cm.thickness

Providing and Laying ordinary cement concrete

1:2:4 (1-Cement 2-coarsesand: 4-graded stone

aggregates 20 mm nominal size) and finishing

15b 1.00 smooth with curing etc. complete including the cost of Cum

form work but excluding the cost of reinforsement for

R.C.C work in (iv) Slabs having more than 8 cm and

upto 10 cm.thickness

Providing and laying ordinary cement concrete 1:2:4 (1-

Cement 2- coarse sand : 4- graded stone aggregates

15c 1.00 20 mm nominal size) for R.C.C lintel including finishing Cum

smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement.

Brick work using common burnt clay building

bricks having crushing strength not less than

35kg./Sq.Cm.in foundation and plinth in Cement

Mortar1:5 (1-Cement :5 - fine sand)

(A) Conventional (upto 10 ton)

Extra Rate for brickwork in Above Item for super

17 structure above plinth level upto floor two level (B)

(A) Conventional (upto 10 ton)

C) above floor two level Item No. 2(6.13) (A) Modular Per Floor

D) above floor two level Item No. 2(6.13) (B) Per Floor

Conventional 40.09 Per Cum

Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm. in Cement mortar 1:4 ( 1-Cement :

coarse sand ) in foundation and Plinth 593.90

conventional brickwork (up to 10 ton) (B)

Extra for half brick masonry in super structure

19 10.00 above plinth level upto floor two level (B) Smt

Providing and laying Pre cast Light weight concrete

hollow core wall with hollow core concrete unit of

approved make & size of 92 mm thick, 600 mm wide

20 1.00 mm in legth made from of controlled cement Sqm

concrete M20 having cube compressive strength not

less than 20 MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint compound

/P.U. Foam. (Plaster not required)

Providing and laying Pre cast Light weight concrete

hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide

mm in legth made from of controlled cement

concrete M20 having cube compressive strength not

less than 20MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint

compound/ P.U.Foam. (Plaster not required)

Providing and laying Pre cast Regular concrete

hollow core wall with hollow core concrete unit of

approved make & size of 92 mm thick, 600 mm wide

22 1.00 mm in legth made from of controlled cement Sqm

concrete M35 having cube compressive strength not

less than 35 MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint

compound/ P.U.Foam. (Plaster not required)

Providing and laying Precast Regular concrete

hollow core wall with hollow core concrete unit of

approved make & size of 120 mm thick, 600 mm wide

23 1.00 mm in legth made from of controlled cement Sqm

concrete M35 having cube compressive strength not

less than 35 MP a jointing with high strength & tensile

adhesion non-shrink cementitious joint compound

/P.U.Foam. (Plaster not required)

Providing form work in ordinary timber planking

so as to give a rough finish including centering,

shuttering, strutting and propping etc. height of

24 propping and centering below supporting floor to

celling not exceeding 4 M & removal of the

same for in situ reinforced or plain concrete work

upto floor four level

Foundation, footings, bases of columns etc. and

mass concrete. 171.68

(B) Flat surfaces such as soffits of supspened floors

b 1.00 slabs Landings and the like. (1) Floors etc. upto 200 Smt

mm in thickness.

(B) Flat surfaces such as soffits of suspended floor roof

c 1.00 slabs Landings and the like. (2) Floors etc. above Smt

200mm in thickness.

Vertical surface such as walls (any thickness) partitions

d 1.00 and the like including attached buttresses & string Smt

course & the like.

(ii) Sides And Soffits Of Beam, Haunchings

e 1.00 Cantilevers, Girders, Bressumers And Lintels Smt

Not Exceeding 1 M In Depth.

(G) Columns PillarsPosts and struts. (1) Square

Rectangular Polygonal in plan. 297.68

(2) Circular or curved in plan.

(H) (2) Sides and soffits of Beams Beam Haunchings

h 1.00 canti-levers Girders Bressumers and Lintels exceeding Smt

Providing and fixing 35 mm thick shutters for Doors,

windows and clear story windows including

anodised alluminium butt hinges with necessary

(A) Indian Teak Wood (ii) Fully Glazed.

(B) Indian Teak Wood (ii) Fully Panelled

(C) Indian Teak Wood (iii) Partly panelled and

partly glazed. 5,133.69

Providing and fixing 35 mm thick shutters for Doors,

26 windows and clear story windows including black

enamelled M.S.butt hinges with necessary screws.

(A) Indian teak wood. (i) Fully Panelled.(upto

b 1.00 (A) Indian teak wood. (ii) Fully Glazed.(upto 10 Smt

(A) Indian teak wood. (iii) Partly panelled and partly

glazed. (upto 10 ton) 4,940.25

Providing and fixing 35 mm thick panelled, glazed

or panelled and glazed shutters for Doors windows

27 and clear story windows including anodised

alluminium But hinges with necessary screws and

indian teak wood shutters with.

(A) Plywood sheet panels.

(B) Particle board panels

(C)Hard board panels.

(D) Asbestos sheet panels.

Providing and fixing 25 mm thick shutters for cup

boards etc. including black enamelled M.S. butt

hinges with necessary screws.(A) Indian teak wood. 3,006.75

(i) Fully Panelled. (upto 10 ton)

Providing and fixing 25 mm thick shutters for cupboards

etc. including anodised alluminium

butt hinges with necessary screws. (A) Indian teak 2,594.74

wood. (ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for cupboards

etc. including anodised alluminium butt hinges with

necessary screws. (A) Indian teak wood. (ii) Partly 2,814.42

panelled and partly glazed.

Providing and fixing plain asbestos cement sheet

mm thick in partitions including fixing to fames with

29 5.00 screws etc, complete with 50 mm x 12 mm Smt

Deodar wood beading (Frames to be paid

separately) (upto 10 ton)

Providing and fixing in partitions 4 mm thick medium

hard board of approved quality including fixing to

30 5.00 fames with screws etc complete with 50 mm x 12 Smt

mm teak wood beading (Frames to be paid

separately) (upto 10 ton)

25 mm thick wooden shelves supported on 40 x

40 mm x 6 mm T or L iron brackets fixed at

31 5.00 suitable distances but not exceeding 75 Smt

cm. apart with Mango wood or equivalent quality.

40 mm thick wooden shelves supported on 40 x

40mm x 6 mm T or L iron brackets fixed at suitable

distances not exceeding 75cm. Apart with 1,691.00

Mango wood or equivalent quality. (upto 10 ton)

Providing and fixing M.S. round or square bars with

33 10.00 M.S. flats at required spacing in wooden frames of kg

windows and clerestory windows.(upto10 ton)

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at

34 1000.00 required spacings and frame alround, square or kg

round bars with round headed bolts and nuts or by

screws (A) Plain Grill. (upto 10 ton)

Providing and fixing M.S. grills of required pattern to

wooden frames of windows etc. with M.S. flats at

a 1.00 required spacings and frame alround, square or kg

round bars with round headed bolts and nuts or by

screws (A) Ornamental Grill. (upto 10 ton)

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

cm. x 7 cm. size including 3 coats of oil painting to 4,102.54

wood work etc.complete. (upto 10 ton)

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

36 1.00 cm.x7 cm. size including 3 coats of oil painting to Smt

wood work etc.complete.with wooden louvers plank

12mm thick (upto 10 ton)

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including

anodized alluminium fixtures and fastenings including 3,211.96

primer coat of approved quality and two coats of oil

painting etc, complete.(ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including black

38 1.00 enamelled iron oxidixed fixtures and Smt

fastenings including primer coat of approved quality

and two coats of oil painting etc, complete.(ii) Fully

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows

including Indian teak wood frames 10 cm x 7 cm. size

a 1.00 including anodized alluminium fixtures Smt

and fastenings including primer coat of approved quality

and two coats of oil painting

etc, complete. (iii) Partly panelled and partly glazed.

Providing and fixing 30mm thick FACTORY MADE

SOLID BOTH SIDE PRELAM PANEL PVC DOOR

SHUTTER consisting of frame made out of M.S.tubes of

19 gauge thickness and size of 19mm x 19mm for

stiles, top and bottom rails. M.S. frame shall have a coat

of steel primer of approved makde

and manufactures. M.S frame covered with 5mm thick

heat moulded prelim PVC ‘C’ channel of siz 30mm

thickness, 70 mm width of which 50mm shall be flat and

20mm shall be tapered in 45 degree Angle on either

side forming stiles, and 5mm thick, 95mm wide pream

PVC sheet out of which 75mm shall be flat and 20mm

shall be tapered in 45 degree on the inner side ot form

top and bottom rail and 115mm wide prelim PVc sheet

39 50.00 75nmm shall be flat and 20mm shall be - 75nmm shall Smt

be flat and 20mm shall be tapered on both side to form

lock rail, Top, bottom

and lock rails shall be provided either side of the panel.

10mm (5mm x 2) thick 20mm wide cross PVC sheet

shall be provided as gap insert for top rail and bottom

rails. Panelling of 5mm thck both side prelim PVC sheet

to be fitted in the M.S. frame welded,sealed to the stiles

and rails with 7mm (5mm + 2 mm) thick x 15mm wide

PVC sheet beading on inner side, and joined togeth

solvent cement adhesive. An additional 5mm thick PVC

strip of 20mm width is to be stuck on the interior side of

the ‘C” chanel using PVC solvent adhesive etc.

complete as per direction of Engineering in charge,

manufacture’s specification and rawing.

Providing and fixing in position collapsible steel

shutters with vertical channels 20 x 10 x 2 mm

braced with flat iron diagonal 20 x6 mm size with top

40 1.00 and bottom rails T iron 40 x 40 x 6 mm with 38 mm dia Sq.M.

steel pulleys complete with bolts, units, locking

arrangements, stoppers, handles, including a

priming coat of red lead paint & approved make.

41 1.00 Providing and fixing 1 mm thick M.S. sheet sliding Sqm

shutters with frame and diagonal braces of 3,652.12

40x40x6 mm angle iron, 3.15 mm M.S.gusset plates

at Junctions and corners 25 mm dia. pulley,

40x40x6 mm angle and T-iron huide rail at

top and bottom respactively with handles, stoppers

and locking agangement etc, including applying

a priming coat of red lead paint. (upto 10 ton)

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S.laths inter-locked

together through their entire length and jointed together

at theends by end locks mounted on specially

designed pipe shaft with bracket plates, guide

channels and arragements for inside and out 3,468.72

side locking with push-pull operation

including the cost of hood cover and spring

etc. complete. (A) Shutters having width below

Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S.laths inter-locked

together through their entire length and jointed together

at theends by end locks mounted on specially

designed pipe shaft with bracket plates, guide

channels and arragements for inside and out 4,450.51

side locking with push-pull operation

including the cost of hood cover and spring

etc. complete. (A) Shutters having 3.5 M. &

Providing and fixing extruded aluminum window having

extruded aluminum Colour Powder Coated section

frame main outer size 127mm x 38.10mm x

1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track

member size 122.20mm x 31.75mm x 1.10mm @ Wt.

1.205 Kg/mt,vertical member of size 122.20mm x

31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding

shutters of horizontal member size 40mm x 2,119.14

18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member

of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,@

with 5 mm thick transparent bronze colour tinted float

glass with powder coated aluminum fittings and fixtures

and transparent silicon sealant glass fixing to frame as

per details etc complete for window.

Providing and fixing window having extruded aluminum

Colour anodized section frame main outer size 63.50 x

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two

track member size 61.85 mm x 31.75 mm x 1.20mm @

wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

44 50.00 shutters of horizontal member size 40mm x 18mm x Sq. M.

1.29mm @ wt.of 0.456Kg/mt, vertical member of size

0.457 Kg/mt with 5 mm thick transparent bronze colour

tinted float glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing

to frame as per details etc complete for window.

Providing & Fixing in position Alluminium vents

with frame using approved anodised extruded

alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent Approved

Rate)Frame section of 63.50 x 38.50 mm. (wt. 1,288.93

0.68Kg/Rmt) incl. Providing & Installing 5 mmthick

approved color Acrylic sheet of standard quality

Providing and fixing standared extruded of

alluminium section of size 63 mmx38.10 mmx1.2 1,163.92

mm (Jindal Section:2434, @ Wt.0.643 Kg/mt) with

colour anodized alluminium frame for ventilation

with 5 mm thick frosted glass as details etc

complete for Ventilation

Providing and fixing standared extruded of alluminium

section of size 63.50 x 38.10 x

mm,@ Wt 1.094Kg / Rmt with colour Powder Coated

alluminium frame with 5 mm thick transparent bronze 1,509.90

colour tinted float glass as details etc complete for Fix

Providing and laying 40 mm thick marble chips

flooring rubbed and polished (I.E.terrazo) to granolithic

finish with under layer 30 mm thick cement

concrete1:2:4 (1-Cement: 2-coarse sand: 4-graded

stone aggregate 10 mm and down gauge) and

to player 10 mm thick with white, black or white and

48 1.00 blak marble cihps of required sizes from 1 mm to 4 mm Sqm

nominal size laid in cement marble powder mix 3:1 (3-

Cement:1-Marble powder by weight) in

proportion of 4:7 (4- Cement: 7-marble chips

by volume) (C) Medium Shade pigment with

approx 50% white cement and 50% ordinary

cement (In top layer only) (upto 10 ton)

Providing and laying marble chips skirting (Terrazo)

or dedo rubbed, and polished to Granolithic finish to

player 6 mm white, black or white and black

marble chips of size from smallest to 4 mm

49 1.00 nominal size laid in cement marble powder mix 3:1 Sqm

(3-Cement: 1 marble powder by weight) in

proportion of 4:7 (4-cement marble powder mix: 7-

marble chips by volume) (B) Light shade pigment with

white cement (In top layer only)

Providing and laying white glazed tiles 6mm thick in

flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3-coarse 908.17

sand ) finishing with flush pointing in white cement.

Providing and laying Ceramic tiles 6 mm thick in

flooring treads of steps and landing laid on a bed of

51 10.00 mm thick cement mortar 1:3 (1- cement :3-coarses Sq.M.

and) finishing with flush pointing in white cement. (upto

Providing & Fixing 2mm Aluminium / 4mmACP

sheeting fixed with Type-11 Class-C High Intensity

52 1.00 Grade Sheeting as per IRC 67 : 2012 reflective sheeting Smt

of size including lettering and signs as

Providing and laying Vitrified tiles 8 to 10 mm thick,

36''x36'' in flooring treads of steps and landing laid on a

53 20.00 bed of 12 mm thick cement mortar 1:3 (1- Sq.M.

cement:3-coarses and) finishing with flush pointing

inwhite cement. (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick,

24''x24'' in skrting risers of steps and dedo on 10 mm

54 1.00 thick cement plaster 1:3 (1- cement: 3-coarse Sqm

sand) and jointed with white cement slurry (upto

Providing and laying Vitrified tiles 8 to 10 mm thick, in

skrting risers of steps and dedo on 10 mm thick

cement plaster 1:3 (1-cement:3- coarse sand) 1,523.61

and jointed with white cement slurry (upto 10 ton)

Providing and laying 24" x 24" vitrified Tiles

to 10 mm th. Double Charged gloosy/ Matt of

Approved make as approved by Adl.C.E. / 1,527.00

consultants in flooring over 20 mm thick cement

mortar 1:6 (1 cement : 6 coarse sand)on new

surface& jointed with colour cement slurry incl

with flush pointing & cleaning the surface etc. comp.

Providing and laying 24" x 24" vitrified 8 to

mm th.Double Charged Gloosy / Matt tiles of

Approved make as Approved by Adl.C.E. /

Consultants for upto 10 cm high skirting as

approved by Engineer in charge over 10 mm thick 165.00

cement mortar 1:6 (1 cement : 6 coarse sand)on new

surface& jointed with colour cement slurry incl with

flush pointing & cleaning the surface etc. comp.

Providing and laying polished Kota stone slab flooring

over 20 mm (Average) thick base of cement

mortar 1:6 (1-cement:6-coarses and) or

L.M.1.1.5 (1-Lime putty:1.5-coarses and) laid

over and jointed with grey cement slurry mixed with 982.83

pigment to match the shade of slab including

rubbing and polishing etc. complete. (A) 25 mm thick

Providing and laying marble stone slab flooring over

20mm (average)base of cement mortar 1:6 (1-cement :

6 coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse

sand) laid and jointed with gray cement slurry including 2,194.63

rubbing and polishing complete. (A) Marble slab 25mm

Providing and laying polished Kota stone slab flooring

over 20 mm (Average) thick base of cement

mortar 1:6 (1-cement:6-coarses and) or L.M.1.1.5

laid over and jointed with grey cement slurry 1,085.48

including rubbing and polishing etc.complete. (B)

30 mm thick (upto 10 ton)

Providing and laying polished kota stone slab 25 mm

thick in risers of steps, skirting Dedo and pillars laid on

10 mm thick cement mortar 1:3 (1-Cement :3 coarses

and) and jointed with gray cement slury mixed 1,176.03

with pigment to match the shade of slab including

rubbing and polishing etc.complete. (upto 10 ton)

Providing and laying cement concrete flooring

1:2:4 (1-cement: 2-coarses and:4-graded stone

62 500.00 aggregate 20mm nominal size) laid in one layer and Sq.M.

finished with a floating coat of neat cement. (A)

40mm thick. (upto 10 ton)

Providing and laying cement concrete flooring

1:2:4 (1-cement: 2-coarse sand:4-graded stone

63 1.00 aggregate 20mm nominal size) laid in one layer and Sq.M.

finished with a floating coat of neat cement. (B)

50mm thick. (upto 10 ton)

Providing and fixing pre-cast concrete kerb

stone of gray cement based concrete block 30 cm

length, 30 cm height and 15 cm thick of M200 grade

64 1.00 concret as per approved design and including Rmt

excavation for fixing in proper line and level, filling the

joint with C:M 1:3 (1 cement :3 fine sand) etc

complete. (upto 10 ton)

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick

with grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 680.10

including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and laying broken china mosaic flooring for

terrace using 12 mm to 20 mm broken pieces of glazed 739.89

tiles to be laid over cement mortar 1:3 to plain or slope

and to be tempered to bring mortar creme out upto

surface using white cement including rounding

off junctions and extending them up to15 cm along

the wall, clearing with water and oxalic acid

etc.asdirected.

Providing and laying coloured glazed tiles of

the size 300 mmx200 mmx8 mm/300 mmx450

67 1.00 mmx8 mm in skirting, risers of steps and dedo Sqm

on 10 mm. thick cement plaster 1:3 (1cement:

coarse sand) & jointed with white cement slurry.

Providing corrugated G.I. sheet of class-3 roofing

fixed with glavanished iron J or L Hooks, Bolts

and nuts 8 mm diameter with bitumen and G.I. limpet

washer or G.I. limpet washer. filled with white lead 719.93

complete excluding the cost of purlins, Rafters and

Trusses. (1) 0.80 mm thick sheet.(up to10 ton)

Providing ridges or hips 600 mm over allin plain

G.I. sheet class-3 fixed with G.I. J or L Hooks and

nuts 8 mm dia G.I. Limpet and bitumen washer 635.58

Providing and fixing 150 mm wide 450 mm over all

semi circular plain G.I.sheet class-3 gutter with Iron

70 1.00 brackets 40 mmx3 mm size Bolts, Nuts, washers Sqm

etc. including making necessary connection with rain

water pipes. (i) 0.80 mm thick

Providing and fixing five courses water profing

treatment with bitumen felt consisting of second

and fourth course of blown/ bitumen or/and

residual bitumen applied hot at 1.2 kg.per Sq.M.of

area for each course and first course with fibre

base bitunen saturated under lay type land third

course with fibre base self finished felt type 2 grade 1 466.84

and fifth and final course of stone grit 6 mm and down

size or pea sizes gravel spread at

0.008 Cu.Metre/Sq.metre preparation of surface

excluding grading complete. (upto 10 ton)

Providing and fixing on wall face C.I. Rain water pipe

including filling the joints with spun yarn soaked in neat

cement slurry and cement mortar 1:2(1- Cement 283.62

: 2-fine sand) (A) 75 mm dia.

Providing 15 mm thick cement plaster in single

coat on Rough (Similar) side of single or half brick

73 400.00 walls for interior plastering up to floor two level and Sqm

finished even and smooth in (i) Cement mortar 1:3

(1-cement :3-sand)

Providing 20mm thick sand faced cement plaster on

walls upto height 10 metres above ground level

74 400.00 consisting of 12mm thick backing coat of C.M. 1:3 (1- Sqm

cement : 3-sand) and 8mm thick finishing coat of C.M.

1:1 (1-cement : 1-sand) etc. complete.

Colour washing with lime on wall surface (two

coats) over and including a primary coat of white

75 1.00 washing to give an even shade after through Sqm

brooming the surface to remove all dirt, dust,

mortar drops and other foreigh matter.

Removing dry or oil bound distemper by a

washing and scraping and sand papering the wall

surface smooth including necessary repairs to 11.19

scratches complete.

Distempering with dry distemper of approved brand

77 1.00 and manufacture (two coats) and of required shade Sqm

on wall surfaces of given an even shade, over

and including a priming coat of whiting after

thoroughly brooming the surface free from mortar

dropping and other foreign matter.

Extra Coat for Above Item over above for

77 a 1.00 every subsequent coat of approved brand and Sqm

Distempeing (Two coats) with oil bound distemper

of approved brand and manufacture and of

required shade on wall surfaces to give an even

shade, over and including a priming coat with

78 1.00 distemper primer of approved brand and Sqm

manufacture after thoroughly brushing the

surface free from mortar dropping and other

foreign matter and also including preparing the

surface even and sand papered smooth.

Extra Coat for Above Item over above for

79 1.00 every subsequent coat of approved brand and Sqm

Wall painting (two coats) with plastic emulsion

paint of approved brand and manufacture on

undecorated wall surface to give an even shade

including throughly brushing the surface free from 78.44

mortar droppings and other foreign matter and sand

papered smooth.

Extra over item for every sub sequent coat of wall

painting with plastic emulsion paint of approved brand 33.39

Extra over item for painting with plastic emulsion paint

of approved brand on ceilings and sloping roofs. 5.36

Applying priming coat over new steel and other

metel surface after and including preparing the

surface by throughly cleaning, oil, grease, dirt and

other foreign matter and scoured with brushes fine 34.34

steel wood, scrapers and sand paper with ready

mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel

paint, brushing, interior to give an even shade

including cleaning the surface an even shade 86.94

including cleaning the surface of all dirt, dust and other

foreign matter.

Painting one coats (excluding priming coat) on

previously painted steel and other metal surface with

84 500.00 enamel paint, brushing to give an even shade Sqm

including cleaning the surface of all dirt, dust and

other foreign matter.

Extra over item for 83 & 84 every sub sequent coat of

Painting two coats (excluding priming coat) on

new steel and other metal surface with synthetic

86 100.00 enamel paint, brushing to give an even shade Sqm

including cleaning the surfaceofalldirt,dust and other

foreign matter.

Painting one coats (excluding priming coat) on

previously printed steel and other metal surface with

87 100.00 synthetic enamel paint, brushing to give an even Sqm

shade including cleaning the surface of all dirt, dust

and other foreign matter.

Extra over Above item for 86 & 87 for every sub

sequent coat of paint. 43.47

Painting two coats (excluding priming coat) on

external surface of new rain water, soil, waste and

89 10.00 vent pipes and fittings with ready mixed bituminous Sqm

brushing, black, anti corrosive to give an even

shade including cleaning of all dirt, dustand other

foreign matter.(75 mm dia)

Painting two coats (excluding priming coat) on

external surface of new rain water, soil, waste and

vent pipes and fittings with ready mixed bituminous

brushing, black, anti corrosive to give an even 25.05

shade including cleaning of all dirt, dust and other

foreign matter.(100 mm dia)

Painting two coats (excluding priming coat) on

new wood and wood based surface with enamel

paint, interior to give an even shade including

91 10.00 cleaning the surface of all dirt, dust and other Sqm

foreign matter sand papering and stopping. (a) Ready

brushing wood primier pink.

Painting one coats (excluding priming coat) on

previously painted wood and wood based surface

92 1.00 with enamel paint, to give an even shade including Sqm

cleaning the of all dirt, dust and other foreign matter.(b)

Ready mixed paintbrushing priming for enamel

Extra over Above item for 91 & 92 every sub

sequent coat of paint. 36.39

Painting two coats (excluding priming coat) on new

wood and wood based surface with ready mixed

94 1.00 paint, brushing, oil, gloss, semi gloss to give and Sqm

even shade including cleaning of all dust, dirt and

other foreign matter sand papering and stopping.

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an

95 600.00 required shape even shade after thoroughly brushing Sqm

the surface to remove all dirt, and remains of

loose powdered materials.etc complete

Applying two coats of putty & two coats of primer

of approved brand and manufacture on new wall

96 1.00 surface to give an even shade including thoroughly Sqm

brushing the surface free from mortar dropping and

other foreign matter and sand papered smooth.

Painting two coats (excluding priming coat) on

new wood and wood based surface with enamel

97 1.00 paint, interior to give an even shade including Sq.M.

cleaning the surface of all dirt, dust and other

foreign matter sand papering and stopping.

Writing letter or figures on any surface with

black japan paint (stops, comas, hyphens and the per letter per

like not to be measured and paid for separately) 3.47 Cm/Ht

(i) Block (Letters/Figures) (Per 10 Letter pet CM.HT)

Extra over items for using thick white paint instead per letter per

99 1.00 of black japan paint. (i)Block (Letters/Figures) 0.07 Cm/Ht

Polishing with french polish on new wood and

wood based surface to give an even

surface including cleaning, the surface of all dirt, dust

sand papering smooth and including a coat of wood

Extra over items for using thick white paint instead per letter

101 1.00 of black japan paint. (ii) Indian (Letters/Figures) 0.07 perCm/Ht

Painting lines, deashes, arrows, letters etc on roads,

Air fields and like in two coats with road marking paint,

brushing including cleaning the surface of all dirt, 121.91

dust and other foreign matter. (i)Over 10cmi n width

Painting lines, deashes, arrows, letters etc on roads,

103 10.00 Air fields and like in two coats with road marking paint, Rmt

brushing including cleaning the surface of all dirt,

dust and other foreign matter.(ii) Upto 10 cm in width

Painting lines, deashes, arrows, letters etc on roads, Air

fields and like in one coats with road marking paint,

brushing including cleaning the surface of all dirt, dust 50.40

and other foreign matter. (i) Over 10cm in width

Painting lines, deashes, arrows, letters etc on roads,

Air fields and like in one coats with road marking paint,

105 1.00 brushing including cleaning the surface of all dirt, Sqm

dust and other foreign matter. (ii) Upto 10cm in

Demolition including stacking of serviceable

106 30.00 materilas and disposal of unserviceable materials with Cu.M.

all lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including

stacking of serviceable materil as and disposalof

unserviceable materials with all lead and lift.(ii) In 544.95

Demolition of terrace including stacking of serviceable

50.00 materilas and disposal of unserviceable materials with Smt

all lead and lift.(i) Brick tile covering.

Dismentaling tiled of stone floors laid in mortar

108 600.00 including stacking of serviceable materil as and disposal Sqm

of unserviceable materials with all lead and lift.

Dismentaling of sheet roofing including ridges,

Hips, Valleys, Gutters etc. stacking of serviceable

materil as and disposal of unserviceable 47.25

materials with all lead and lift.(i) G.I.sheet roofing.

Dismentaling of sheet roofing including ridges,

109 Hips, Valleys, Gutters etc. stacking of serviceable

A materil as and disposal of unserviceable 53.55

materials with all lead and lift.(i) A.C. sheet roofing.

Dismentling steel work including distempering and

stacking the materials with all lead and lift. 3.63

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including chowkhats

111 10.00 architraves, hold fasts and other attachment etc. Each

complete and stacking the material within all lead and

lift.(i) Not exceeding 3 Sq.M. in area.

Dismentling doors, windows, ventilators etc.

(wood or steel) shutters including chowkhats

112 10.00 architraves,hold fasts and other attachment etc. Each

complete and stacking the material with in all lead

and lift.(ii) Exceeding 3 Sq.M.in area.

Dismentling barbed wire in fencing including making

rolls and also including dismentling fencing posts

including all earth work concrete in base and

113 1.00 making good the disturbed ground stacking useful Rmt

materials as directed and disposing as

directed and disposing of the unserviceable

materials with all lead and lift.

Dismentling C.I. pipes G.S.W. pipes abd A.C.

rain water pipes with fittings and clamps including

stacking the materials with all lead and lift (for any dia, 74.03

Dismantling santtary fittings like wash basin . W.C.

115 10.00 pan Indian and Europe an type, flushing tank etc. Each

including stacking the materials with all lead and lift

Scraping oil paint from steel and other metal

116 10.00 surface and making the surface even (with Smt

Hand Scraping.)

Removing and scraping of old deteriorated

plaster of any thickness from wall / R.C.C

member including stacking of serviceable 19.38

material and disposal of unserviceable from site of

work with all lead and lift

Providing and fixing M.S. fan clamps of shape

118 1.00 and size as specified in existing R.C.C. slab Each

including cutting chase and making good.

Cutting out cracks of roof terrace to V-section,

119 1.00 cleaning out, wetting, grouting with cement and Rmt

sand slurry 1:3 (1-cement 3-sand ) (upto 10 ton)

Cutting out cracks roof terrace to V-Section cleaning

out and filling solidly with a hot mixture of

bitumen and clean dry sand (1:1 by weight) (up to 10 75.29

Providing & Fixing in position Alluminium doors

with frame using approved quality anodised

extruded alluminium section as approved by Engg.in

charge(Jindal alluminium)(a) Frame sections

101.6x44.45 mm (b) Shutter bottom vertical

& top section 83.5x44.45 (wt.1.31 kg/mt.)(at

121 1.00 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm Sq. M.

at (1.37 kg/mt) Shutter middle section at 100x44.3

wt.(1.37 kg/mt) incl.providing & installing 5 mm

thick approved color Acrylic sheet of standard

quality fixed with glazing chips on upper pannel &

Laminated sheet on lower pannel (wtt.0.13 kg/Rmt)

etc.comp.as direction of engg.in charge.(N.S.)

Providing & Fixing in position Fully Panelled / Partly

Panelled Partly Glazed / Fully Glazed Alluminium

doors with frame using approved quality

anodised extruded alluminium section of 1.5 mm

thickness as approved by Engg. In charge.(Jindal

alluminium )(a) Frame sections 101.6x44.45 mm b)

Shutter vertical & top section 83.5x44.45 (wt.

1.31 kg/mt.)( at 1.31 kg/mt) © Shutter bottom section 4,583.00

at 114.3 x44.45mm at ( 1.37 kg/mt ) Shutter middle

section at 100x44.3 wt. (1.37 kg/mt ) incl. providing &

installing 5 mm thick Glass of standaed quality

fixed / 12 mm thick Laminated sheet with glazing

chips (wt. 0.13 kg/ Rmt) in panels etc. comp. as

per Detail Given & direction of engg.in charge.

Providing & Fixing in position Alluminium

window 2/3/4 track sliding / fix type with frame

using approved anodised extruded alluminium

123 1.00 section of minium thickness of 1.5 mm as approved by Sq. M.

Engg. In charge.(Jindal alluminium)

units equivalent. including P/F installing 5 mm thick

clear/tinted Glass of standard quality etc.comp.

Providing and fixing standared extruded of alluminium

section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg

124 1.00 / Rmt with colour Powder Coated alluminium frame with Sq. M.

5 mm thick transparent bronze colour tinted float glass

as details etc complete for Fix window.

Providing and fixing of Ridge flashing for roof

panel shall be made out of 0.5 mm thick pre

coated GI sheet. The Pre coatedsheet shall be of

minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

120 gsm as per IS:277:1992, 5-7 microns epoxy

primer on both side of the sheet and polyester top

coat 15-18 micron. The PP GI Sheet shall have 458.85

plastic protective guard film of minimum 25 microns

to avoid scratches during transportation. The ridge

shall be fixed to the steel members by poprivetor

self drilling/self stitching fastners @ maximum

450mm c/c along length of capping/flashing etc

Supplying and fixing vinyl flooring over the surface

126 1.00 having 1-2 mm thickness as per directed by Smt

engineer incharge etc as completed (N.S.)

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

consultants. Use underlay for better result as per 2,690.00

Detail specifications and directed by the project

consultants. (N.S.) Approved Rate )

Providing and fixing 1.20 Metre high fencing with

2.0 Metre long M.S. Angle posts 40 mm x 40 mm x

mm and oil painting 3 coats fixed at 2.5 Mt, C/c.

with five Horizontan lines and two diagonals of

128 200.00 galvanised steel barbed wire weighting 9.38 Kg. per Rmt

100 Metre, strained and fixed to posts with G.I,

staples including fixing the posts in ground with

M x 0.5.M x 0.5 M. block in C.C 1:5:10 etc

Dismentling barbed wire in fencing including

making rolls and also including dismentling fencing

posts including all earth work concrete in base and

129 200.00 making good the disturbed ground stacking useful Rmt.

materials as directed and disposing as directed and

disposing of the unserviceable materials with all

Constructing a sink (chowkedi) with C.C. 1:2:4,

cm. thick over B.B. masonry in C.M, (1:6) in front and

130 10.00 dwarf wall 1.0 Mt. high and 23 cm. thick cement Rmt

plaster to masonry / in C.M.1:3) and cement concrete

flooring in 1:2:4: mix 5cm.dia.drain pipe etc.complete.

Constructing a cooking platform 60 cm. width and

cm high resting on B.B. Masonry walls 23 cm. thick in

C.M. (1:6) with (i) Fixing or precast R.C.C. 1:2:4)

8 cm. thick slab with marble chips set in C.M. (1:6) (6 933.98

mm thick terrazo) with plastering on exposed

faces walls in C.M. (1:4) etc complete.

Making 15 mm groove in RCC work on road and filling it

132 1.00 with polysulfied selant and finished it good incl. all all Rmt

labour charges etc. comp as directed

P/A Tremix with dewartering machine and

floater machine on constructed CC work for finishing

the surface as per requirement. The rate including

all machinaries, labor, loading, unloading, 54.00

transportaion etc complete as per direction given

by engineer incharge.

Carring out timber treatment to all wood work

including drilling holes and spraying oil based

chemical solution on surface of timber work for termite

control including labour and material etc. complete.

Using Chlordene 20 EC. As Per 6113_part III

134 50.00 Consentration Weight1.00 percent is recommended one Smt

litre chemical emulsion dillute with 9 liter of

kerosene precent concentration. Total dillute

concrentration will be 10 litre inclusive of the

litre chemical emulsion appication 0.75 / Litre

chemical per one Sqmt printed two coat wood surface.

Applying general insecticide pest control treatment

to floors, cup boards etc including labour

material etc. complete. Using Heptachloride

EC. As Per 6113_pests Consentration Weight

percentis recommended one litre chemical emulsion 88.40

dillute with 39 liter of water will give. Total dillute

concrentration will be 40 litre inclusive of one litre

chemical emulsion appication 0.5 Litre chemical

/ Sqm of surface is recommended as per I.S

Carring out plinth treatment to post construction /

existing structure by spraying chemical solution for

termite control treatment including labour and

material consist ment with I.S. specification.

Using Chlordene and Chior purfiles 20 EC. As

136 10.00 Per 6131_paret-II Consentration Weight on percentis Smt

recommended i.e one litre 20 EC chemical

emulsion with 19 liter give 1% concrentration

inclusive of one litre chemical emulsion

appication attherate of 5 Litre chemical / Sqm

of surface is recommended as per I.S

Carrying out wall treatment for termite control

including spraying with chemical solution in oil base

(0.5 Lit./Sq.M.) including labour and material

Using Hepachlor concentration 20 EC. As Per

IS.6316_paret-II Consentration by Weight

137 1.00 percentis recommended i.e one litre chemical Smt

emulsion dillute with 39 liter go fIS concrentration

total dillite concentration will be 40 litre inclusive of

one litre chemical emulsion appication at the rate

of 7.5 Litre chemical / Sqm of surface is recommended

Providing erecting and fixing double coated

Syntex PVC.(ISI) water tank of required capacity

each with all necessary fittings and connection etc. 3.91

complete on terrace.

Providing and fixing to wall, ceiling and floor

galvanised Mild steel tubes (Medium grade) of

the following nominal bore, tube fitting and clamps

including making good the wall ceiling and floor.

(A) 15mm (upto 10 ton)

(B) 20mm (upto 10 ton)

(C) 25mm (upto 10 ton)

(D) 32mm (upto 10 ton)

(E) 40mm (upto 10 ton)

(F) 50mm (upto 10 ton)

Providing and laying in trenches galvanised mild

steel tubes (Midium grade) of the following

nominal bore, and tube fitting (Earth work in

trenches to be measured and paid for separately)

(A) 15mm (upto 10 ton)

(B) 20mm (upto 10 ton)

(C) 25mm (upto 10 ton)

(D) 40mm (upto 10 ton)

(E) 65mm (upto 10 ton)

(H) 80mm (upto 10 ton)

Making connection of galvanised Mild steel

distribution branch with galvanised mild steel main

141 1.00 mm to 80 mm nominal bore by providing and Each

fixing tee including cutting and threading the

pipes complete.

Providing and fixing to wall ceiling and floor

Kg.F/Cm2 working pressure poluthene pipes of the

following out side Dia. Low densidy, complete

with special falnge compression type fittings,wall

clips etc.including making good the wall ceiling and

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression type

fittings, wall clips etc. including making good the

wall ceiling and floor.

Providing and fixing cast iron (Spun) Nahni trap

of the following nominal diameter of self cleaning

144 10.00 design with C.I. screaed down or higned grating Each

including cost of cutting and making good the walls

and floor 100 mm inlet and 50 mm outlet.(C)100mm dia.

Providing and fixing water closet squatting Pan

(Indian type W.C.Pan) size 580 mm (Earth

145 10.00 work, bed concrete, foot rest and trap to be Each

measured and paid for separately) (A) Vitreous

China. (I)Long pattern = White colour

Provdg. & fixing wall mounted White / Color

Vitreous China European water closet with

146 10.00 integral P trap of "Cera" - Clair Series or No.

equivalent incl. seat cover , Chair Bracket etc.

complete as per direction of engg. In charge.(N.S.)

Providing and fixing wsh down water closet

(Europe an type, W.C.Pan) with integral P or S trap

including jointing the trap with soil pipe in Cement

Mortar1:1 (1- Cement:1-fine sand) (Seal and 1,290.80

cover to be measured and paid forseparately) (A)

vitreous China Pattern :(i) in white colour

Providing and fixing Urinal of approved quality

including connection with trap and with integral

longitudinal flush pipe.(A) Squating plate pattern 1,535.63

white earthenware 550mm x 300mm.

Providing & Fixing Angle cock of " Ess Ess" -

149 10.00 Trend series or equivalent standard make as No.

approved by engg. in charge all complete. (N.S.)

Providing & Fixing pillar cock of " Ess Ess" - Trend

10.00 series or equivalent standard make as approved No.

by engg. in charge all complete. (N.S.)

Providing and fixing 100 mm size P or S trap for

water closet squatting pan including jointing the trap

150 5.00 with the pan and soil pipe in cement Mortar1:1 (1- Each

Cement : 1-Fine sand)(A) Vitreous China.Pattern in

Providing and fixing washbasin with single hole for

pillar tap with C.I. or M.S. brackets painted white 1,400.18

including sutting holes and making good the same

but excluding fittings.(A) Vitreous China:(ii) Flat

Back washbasin 550 mm x v 400mm size. (i) In

Providing and fixing Kitchen sink with C.I. or M.S.

brackets, painted white including cutting holes in

152 2.00 walls and making good the same but excluding Each

fittings. © Vitreous China Sink. (i) 600 mm x 450 mmx

Providing and fixing 600 mm x 450 mm bevelled

edge mirrror of superior glass mounted on 6 mm

thick A.C. sheet or ply wood sheet and fixing to 825.48

wooden pluge with C.P. brass screws and washers.

Providing and fixing chromium plated brass halftrun

154 flush cock of approved quality including

fixing in pipe line etc. complete.(ii) 25mm dia.

Provdg. & fixing White / Color Vitreous china

Counter wash basin with signle hole for pillar tap of

"Cera " - Concord series of 550 x425 mm size to be

fiited in stone counter with necessary brackets

painted white incl. cutting holes and making good

the same .Cost Includes P/F C.P. brass waste 2,950.00

coupline, 32 mm dia fisher union ,15 mm dia. Pillar

cock & Angle cock of " Ess Ess"- Trend series

mm dia. Waste pipe etc. complete as per dir.

of engg. in charge.

Finishing wall with water proofing cement paint of

on wall surfaces (Two coats) to give an approved

brand and manufacture and of required shape

even shade after thoroughly brushing the surface to 56.87

remove all dirt and remains of loose powered

Extra over Item 156 for every subsequent coat of

300.00 water proofing cement paint of approved brand Smt

and manufacture.

Providing & Fixing S.S.304 Grade Sink of Nirali

/ Krishna or Equivalent Make for Kitchen

Platform of size : 24":x18" as per Direction of engg. 4,650.00

Providing and fixing Kitchen sink with C.I. or M.S.

brackets, painted white including cutting holes in

157A 1.00 walls and making good the same but excluding Each

fittings. (C) Vitreous China Sink.(i) 600mm x 450mm

Providing and fixing C.P. brass towel rail comlete

158 2.00 with C.P.brass brackets fixed to wooden plugs Each

with C.P. brass scews.(B) 600mm x 20mm size.

Providing and fixing 600 mmx120 mm glass shelf

159 2.00 with C.P. brass bracket and guard rail complete Each

mixed to wooden plug with C.P.brass screws.

Providing and fixing toilet paper holder. (A)

C.P.Brass 414.53

Providing and fixingof S.S. Railing pipe 50 mm x 16 G

161 1.00 ASIS 304 Grade as per instruction of engineer in Rmt

Providing and fixing screw down bib taps of following

size. (B) Brass chromium plated screws down Bib Tap.

163 Providing and fixing screw down bib taps of

following size. © Gun metal screw down bib tap.

Providing and fixing pillar tap, capstan head,

164 screw down high pressure with screws, shanks and

Providing and fixing Gun metal check or non-

return fullway wheel valve.

(III) 25 MM DIA

165 Providing and fixing brass screw down stop tap.(A)

A mm dia 203.79

Providing and fixing chromium plated brass half

166 trun flush cock of approved quality including fixing in

pipe line etc. complete.

(iii) 32mm dia.

Providing and fixing Urinal or approved

quality including conecting the Urinal with

167 8.00 waste pipe , tap etc.complete. (A) White earthen Each

ware flat back or corner type size 430mm x

Providing and fixing Urinal of approved

quality including connection with trap and

with integral longitudinal flush pipe. (A) Squating 1,535.63

plate pattern white earthen ware 550mm x 300mm.

Providing and fixing chromium plated, bottle trap

169 1.00 with necessary couplings of approved quality for Each

Providing and fixing ball cock ofapproved quality as

directed. (A) Copper Metal (i) 25mm dia. 131.57

Providing and fixing ball cock ofapproved quality as

directed. (A) Copper Metal (i) 50 mm dia. 187.96

Filling with good Quality thor as and where

directed by the Architect / Engineer-in-charge, in

172 1.00 sunk in layers of 15 cm. thickness, including watering, Cmt

ramming well etc. complete, as directed by the

Architect / Engineer-in-charge .

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

173 10.00 including fittings make PRINCE/ SUPREME/ Rmt

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or

shall be concelled as directed including

necessary fittings etc. including testing of pipe and

joints and fixing the same with solvent, including

cost of all materials.adhesive

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX orequivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or 90.93

shall be concelled as directed including

necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or 117.97

shall be concelled as directed including

necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or 146.65

shall be concelled as directed including

necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing laying and jointing in true line and level

mm dia. U.P.V.C. Pipe (SCH-40) for cold water

including fittings make PRINCE/ SUPREME/

ASTRAL/ FINOLEX or equivalent as approved

by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or 193.73

shall be concelled as directed including

necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent,

including cost of all materials.

Providing and fixing premoulded compressible filler

board in black colour confirming to MoRT&H

Specifications (Clause 1015), having minimum density

95kg/cum. non-staining with less than 1% water

absorption & compression recovery of 93% minimum as 788.78

per specification for 20 mm wide expansion joint

including cutting to required size and shape at all levels

etc.complete as directed.

Fixing sun film for protection sunlight in black or any

colour as as directd by engineer In Charge.(Market rate) 402.54

Providing & Fixing 3 mm thick F.R.P.sheet of

Approved Quality & Color / Pattern as per Consultant's

design also includes required fabrication structure

in the grid of 2'-0x2'-0 size using hollow pipe of16

179 1.00 gauge & size 2"x1" & 1"x1" ,G.I. & Bitumen SqM

Washers, Silicon paste application for fixing the

sheet . Rate also includesnecessary bending, cutting,

labor charges , Zinc Primer coat & Two coats of oil

painting of color as approved by consultants &

making good the wall. (N.S.)

Providing 2 mm thick F.R.P. Gutter with necessary

M.S. Supporting Brackets. (N.S.) 400.00

Hiring charges for J.C.B.machine inclduing cost of

181 2.00 fuel, operator, dirver etc.. ( 12 hours sift Hrs.

day/night) (N.S.)

To provide tractor with hydraulic trolley, driver, 4 Nos.

of Labor with all tools like bucket drum, showels, trikam,

pavadas, etc,, to carryout different works

during monsoon for 12 Hrs. Shift. Work shall be 3,000.00

carried out as per the instrucitons of Engineer In-

Charge.No extra charged shall be paid for night shift.

Roller Blind Providing and fixing Roller Blind

curtain fixed on window level on wooden batten

and curtain lift with cotton thin rope, make of

183 1.00 aerolax or equivalent design and colour as per Smt

instruction by engineer – in – Charge with

necessary hardware fitting, material and labour

Providing & Fixing Door closer - complete of Approved

184 5.00 make to wooden / Aluminium Doors as per direction of No.

engg. In charge.

Providing and fixiing M.S. Fan clamps type 1 of 16 mm

dia M.S. bar bent to shape with hooked ends of R.C.C.

slabs during laying incl. painting the exposed protion of 124.74

loops, all as per standard design complete.

Providing cement vata (10cm. x 10 cm. size) quarter

186 5.00 round in cement mortar 1:1 including neat cement Rmt

finishing, watering etc. complete.

Making Water connection from exi.Muni. Water line

Applying and providing Expansion joint sealing

System on 100 mm vide joint including cleaning of

exansion joint by mechanical means provision of

adhesive and flexible membrane with required

188 2.00 bond length as per menufracturer specification and Smt

4mm thick alluminium strip covering with one side

sloted and bolted with suitable system, inclusive of

all manpower, machinery and material as per

specification and as directed.

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required cable

and switch board of approved brand and make 6,800.00

etc.comp.as directed.

.Providing TMT Bar FE 415 reinforcement for R.C.C.

1000.00 work including bending, binding and placing in position Kg.

complete up to floor two level (up to 10 ton)

ProvidingTMTBarFE500/500Dreinforcement for

R.C.C.workincluding bending,binding and placing in

b 1000.00 position complete upto floor two level placing in position Kg.

complete upto floor two level placing in position

complete upto floor two level(upto 10 ton)

Providing and fixing 30mm thick solid both side prelam

191 10.00 PVC door shutter (sintex door-equivalent) with Smt

necessary alluminium fitting with EL-7 section frame

Providing & Fixing in position Alluminium window sliding

/ fix type with frame using approved anodised extruded

alluminium section as approved by Engg. In

charge.(Jindal alluminium) units equivalent (a) Frame

192 1.00 sections 65 x 25 mm ( at 0.41 kg/mt) (b)Sliding Frame Sq. M.

bottom section of 61.85 x 31.75 mm (at 0.41 Kg/Rmt) ©

Shutter top & bottom section 40 x18 mm ( wt.

Kg/Rmt ) (d) Shutter interlock vertical section 10 x

mm.( 0.41 Kg/ Rmt) (e) Shutter vertical of 40 x 18 mm.

(0.41 Kg/Rmt) including P/F installing 5 mm thick

approved color Acrylic sheet of standard quality

Providing and laying polished granite stone slab 18 mm

thick in risers of steps, dedo and pllars laid on 10 mm

193 1.00 thick cement mortar 1:3 (1 cement:3 coarse sand) and Smt

jointed with gray cement slurry including rubbing &

polishing etc.complete.

Wall panelling with 12 mm MDF fixed to existing

alluminium framing and making grove as per design

and finished with royal plastic paint as per instruction 1,688.00

of engineer incharge. (N.S.)

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

consultants. Use underlay for better result as per 2,690.00

Detail specifications and directed by the project

consultants. (N.S.) (Approved Rate )

Providing 20 mm thick double coat mala cement plaster

on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster

196 1.00 in cement mortar (1 Cement : 4 coarse sand) in rough Sq.M.

finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel

including scaffolding curing etc. complete.

Finishing wall with weather proof exterior emulsion paint

on wall surface (two coats) to

197 1.00 give an required shape evenshade after thoroughly Sq.M.

brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

High Back Chairs for vip Lounge

:Supplying and installation of “Revolving High

Back” chairs. The chairs must be robust,

ergonomically designed and comfortable.

Seat & Back Assembly -1.2 cm thick hot

pressed plywood and upholstered with Fabric

and Molded Polyurethane Foam with PVC

lining all around. Back foam is designed with

contoured lumber support for extra comfort. Chairs

Dimension - Width 55 cm, Depth 60 cm Height

– 115.5 cm, Seat Height(SH) 44 – 56.5 cm. The

Polyurethane foam should be molded with density

45+/-2 kg/m3 & Hardness = 16+/-2

kg/m3onHampden machine at 25% compression.

Arm Rest - One-piece Black integral skin

polyurethane with 50-70 shore. `D’ Type Handle and

reinforced with MS insert. Centre Pivot

Mechanism - 360o revolving type 17o maximum tilt on

pivot at centre Tilt tension adjustment. Upright

locking. Telescopic Bellow Assembly - The

bellow should be 3 piece telescopic type and injection

molded in black Polypropylene. Hydraulic Height

Adjustment - The Hydraulic height adjustment should be

provided with adjustment stroke of at least 10cms.

Pedestal Assembly - The pedestal should be

injection molded in Black powder coated MS on

and fitted with 5 nos. twin wheel castors. Twin

wheel castors - The twin wheel castors should be

injection molded in Black Nylon The complete

item as per architect /engineer in charge

Providing and supplying Medium Back Chair for

199 1.00 Control room MODEL LIKE HOF OCT 172 Each

Revolving synchro tilting mechanism based

chair with gas lift for adjustable height and

medium curved back with seat and back PU molded

cushion with MS pipe frame structure and white

foam layer for seat and molded PU foam. White foam

layer for back covered with thick cloth and

draped with cloth of approved shade. (min. of

Rs.150/meter). 5 legged revolving molded nylon

chair base with good quality of PU castors with

years replacement guarantee. The chair to have wide

polyurethane arm rest of approved shape. Complete

chair should be in suitable shape. Rates to be

inclusive of all taxes and free delivery at site. The

complete item as per architect /engineer in

Providing and fixing storage, entire unit to be made

from 19 mm th. and 12mm Ply with 1.0mm &.

mm th. Laminate. Shelves to be made from 19mm

Ply with both side laminate. Rate shall include

200 1.00 necessary approved mortise locking systems, Smt

S S Handle pair 2" to 4" height and necessary

hardware. Over all storage to be completed with

necessary hard ware and accessories completed as

per drawing and design as given by Architect.

Existing storage repairing and veneer on top

Providing and fixing of Louvers On Existing d.c panel

Providing and fixing 35mmthk. Louvers shutter

made up from Ghanateak frame with 135x75mm and

shutter frame as per detail and fixing aluminum

louvers which is specified readymade

powder coated aluminum grill panel louvers .and 7,500.00

applying melamine spray polish all exposed wood

work. Overall door to be completed with necessary

hardware and accessories completed as per

drawing and design as given by Engineer In

charge/Architect.

Providing and fixing flush door shutters, solid

core construction with frame of first class hardwood

with cross board and face veneer or plywood face

panels, with both side 1 mm laminate finishing

including anodized aluminum butt hinges with

necessary screws. Decorative type and pine

wood core anodized minimum 3 no 150 mm long

aluminum butt hinges in flush door shutters with

202A 1.00 no of brass holdfast 325 mm long 1 no brass tower Smt

bolt 250 mm long and two no of 150 mm long brass

door handle . Decorative both side laminated

Flush door 35 mm thick. with frame of 10 cm x

cmt Indian teak wood frame including all necessary

fitting fixtures hardware screw and adhesive etc

fixing up to all lead and lift height up to 45 mtr from

GL etc complete as per direction of engineer in

Providing and fixing 35mm thick factory made moulded

door shuter consisting of solid core single leaf flush

door of 30mm thickness, lipped with 15mm (5mm x 3)

thick x 30mm width on one stiles and top rail and 10mm

(5mm x 2) thick x 30mm width on the other stilesand

bottom rails. The inner panel laminated with 2mm thick

termite proof, water proof and fire resistant moulded 2,131.00

sheet with 2,4,6 raised panel design in different plain

and /or prelim colours on one side after routing the

moulded design on flush door and 2mm plain and/or

prelim PVC sheet on other side using rubber adhesive

on flush door and solvent cement adhesive on the PVC

liping etc. complete as per direction of Engineer in

charge, manufacture’s specification and drawing.

P/M/F chainlink jali 8'x4' size as per details sketch &

instructionof engineer in charge same as lal darwaja

garden pattern consisting of 3'dia. M.S black pipe 'A'

class 5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of

9"x9"x9" size chain link jali of size 2"x2"x10 gauge fixed

203 110.00 in 35x35x5 mm MS angle frame 8'x4' size with MS flat Rmt

of size 25x3 mm welded jali etc.comp.The jali is to be

welded to MS pipe with MS flat as instruction given.The

M.S pipe and the M.S angle frame are to be painted

one coat of primer and two coats of paint as directed in

line and level. (N.S)

Providing & Fixing masonary wall with porbandar

lachiya stone with well dressed grooveas per directed

by engg.in charge for foundation, plinth or super

structure level (above plinth level upto floor two level) in

204 cement mortar 1:5 (1-cement : 5-fine sand) incl.pointing

the joint with white cement and yellow oxide powder in

proportion to match stone colour the joints should be

thread grooved as per exi. lake stone pitching

(A) stone masonary wall/stone dressed single faced

(B) stone coping (size 15"x8"x4")

(C) stone coping (size 15"x8"x9")

(D) stone column (size 15"x15")

(E) stone column top (size 20"x20"x9")

Supplying and fixing of 300 mm-L x 150 mm-B x

mm-H Kerb block for Footpath in M-20 grade using

20 mm nominal size black trap aggregate of

Sevaliya/Timbaor equivalent quality for

pre-cast blocks, reasonablyexposed finish/

formwork , mould with well equippedwith

vibratory system for kerb stones of approved

design including curing, etc. complete, including

thecost of formwork etc. complete. The rate

shall also include necessary cutting of asphalt,

fixing the Kerbstones in line and level on 5 cm 350.89

thick sand bedding withnecessary

equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of

thekerbstones. Filling of zari alone the sides of the

kerbstone fixed with Bituminous concrete

Bituminousconcrete / C.C. mixed in proper position

to flush withthe road surface as directed by

Engineer in change to form a portable mixture.a)

Laying on 5 cm thick Sand Bedding

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm length,30cm

height and 15cm thick of M200 grade concret as per

approved design and including excavation for fixing in 376.43

proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size

206 100.00 shape (Usually Uni-Paver Blocks) using black trap good Smt

quality aggragate of 20 mm nominal size for

footpath,parking areas, service lanes and other areas

as mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be

mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of

flooring work only. It should be laid in such a way that

the no cutting of the paver block to be necessary. if

cutting of paver block necessary then it should be cut by

machine only and carting. The finished surface of the

paver block shall have resonably good, plain finished.

Paver blocks shall be compacted and shall be relaid if

necessary. Gravel or such type of materials shall not be

allowed for production. Laying on 5 cms thick sand

Provoding and fixing flush door shutters, solid core

construction with frame of first class hard wood with

cross board and face veneer or ply wood face panels,

including anodised alluminium butt hinges with

necessary screws. (B) Non- decorative type and block

board core anodised alluminium butt hinges in flush 1,779.97

door shutters (2) 35 mm thick. Labour work for fixing

any kind of paving with cement pointing in CM 1:2,

including watering, ramming etc comp. as dir.For

I) Laying on Sand bedding as per requirement to fix the

C.C.Block / Nibhada Stone in Line & Level 68.64

Box type metal letters forming composite box made

from 1mm thick stainless steel plate of grade

209 having brush finish of following font size to be fixed at

Main Gate in english and or Gujrati and including fixing

charges approved before fixing by clent / consultant.

Providing and fixing false ceiling at all height including

providing and fixing of frame work made of special

sections, power pressed from M.S. sheets and

galvanized with zinc coating of 120 gms/sqm (both side

inclusive) as per IS : 277 and consisting of angle cleats

of size 25 mm wide x 1.6 mm thick with flanges of

mm and 37mm, at 1200 mm centre to centre, one

flange fixed to the ceiling with dash fastener 12.5 mm

dia x 50mm long with 6mm dia bolts, other flange of

cleat fixed to the angle hangers of 25x10x0.50 mm of

required length with nuts & bolts of required size and

other end of angle hanger fixed with intermediate G.I.

channels 45x15x0.9 mm running at the spacing of

210 1.00 mm centre to centre, to which the ceiling section 0.5 Smt

mm thick bottom wedge of 80 mm with tapered flanges

of 26 mm each having lips of 10.5 mm, at 450 mm

centre to centre, shall be fixed in a direction

perpendicular to G.I. intermediate channel with

connecting clips made out of 2.64 mm dia x 230 mm

long G.I. wire at every junction, including fixing

perimeter channels 0.5 mm thick 27 mm high having

flanges of 20 mm and 30 mm long, the perimeter of

ceiling fixed to wall/partition with the help of rawl plugs

at 450 mm centre, with 25mm long dry wall screws @

230 mm interval, including fixing of gypsum board to

ceiling section and perimeter channel with the help of

dry wall screws of size 3.5 x 25 mm at 230 mm c/c,

including jointing and finishing to a flush finish of

tapered and square edges of the board with recomme-

nded jointing compound , jointing tapes , finishing with

jointing compound in 3 layers covering upto 150 mm on

both sides of joint and two coats of primer suitable for

board, all as per manufacturer’s specification and also

including the cost of making openings for light fittings,

grills, diffusers, cutouts made with frame of perimeter

channels suitably fixed, all complete as per drawings,

specification and direction of the Engineer in Charge but

excluding the cost of painting.

Providing and fixing wall acoustical paneling using

ecotone Slato/ Anutone slato or equivalent Acoustic

Panel make Slats L-16 of size 128mmx2430mmx16mm

thick up to 2400mm high as per the following

specification :-Slats L-16- 2mm @16mm, 32 x 128 x

2430 mm high grade Pine wood base Medium Density

Fiber acoustic boards with Tongue & Groove

Edge,2mm slot perforation @ 16mm centre, slates

perforations, The acoustic should be furnished with a

Black absorbent felt backing with an airflow resistance

211 1.00 of 330- 460 Ns/m³ (DIN 53887),wood practical Sq.mt.

core,NRC : should be Up to 0.75,should meet the safety

requirements of EN 14190. Fixing :- Sound Strut CC18

screw fixed horizontal/vertical to wall at every 600mm

c/c. Metal cleat can be fixed on top edges of Sound

Strut CS55 fixed directly by stamping to the CS55 and

IC91 which is screw fixed directly to the wall where ever

required with a backing black color fabric as approved

by Architect and as specified including all accessories,

material & labor complete as directed by Architect /

Providing & Fixing SPEED BUMP - #2 No (1 black,

yellow) 350 x 500 x 50 mm, Size per color End Cape

350 MM x 175 MM x 50 MM TOP DESIGN - Lining Top

flat ANTI SKID PATTERN FOR GRIP COLOUR :-

YELLOW & BLACK BODY MATERIAL :- MODIFIED

212 1.00 THERMOPLASTICS (Polymer Rubberized ) • ECO Rmt.

FRIENDLY RECYCLE RUBBER Packing :- 4 pcs/

woven Bag Load Capacity :- 20 MT Fitting ( Fixing on

TRAKE) :-4 holes & END CAPE :- 2 HOLE HEX Bolts

with Washer Epoxy for Bolt Fitting etc. complete as

directed by EIC .

Providing & Fixing in position 24 MM exposed grid

suspension system with “P “ Grid profile false ceiling

system using 600 MM X 600 MM ecotone/anutone or

equivalent make Glass Fiber Ceiling Tiles having

tegular edges & 0.90 NRC value and approved surface

design (with NRC of 0.90) and edge profile Tegular

placed in a suspended grid of size 600 MM X 600 MM

made from hot dipped GI Steel sections, rotary stitched,

main tee of size 24 X 42 X 3000 MM X 0.40 MM

213 1.00 thickness suspended at every 600 MM c/c along length Sq.mt.

of ceiling with 4 MM dia, Pre-straightened G.I.Wire with

necessary level adjusters & intermediate cross tees of

size 24 X 38 X 600 MM X 0.40 MM thickness shall be

inserted in to slots between the main tees at 600 MM

centers in direction vertical to the main tees, where in

the main tees are resting on the periphery on wall

angles of size 24 MM X 24 MM X 3000 MM X 0.40 MM

thickness including providing necessary openings for

light fixtures, diffusers etc.

Providing and fixing of Roller blind curtain/blackout. The

fabric shall be woven from formulated platisol extruded 2,610.00

over a polyaster yarn.The fabric shouldl be weaved to

provide subtle view of the side of the blind and should

offer elimination of glare and sunlight radiance upto a

minimum of 80%.The fabric shall be flame retardant.

Providing and applying Texture Paint (Rustic Finish) on

external plastered surfaces, pattern as per sample

approved by the Architect. including preparing surface,

using roller to get approved texturised surface. Job to

include making required surface preparation, to receive

Texture paint finish etc. All complete as per detail 425.00

drawing, as specified and as directed by Architect /

Consultant / Project - In - Charge. The rates shall be

inclusive of Scaffolding, all material, labour etc.

complete. as directed by EIC.

Providing and fixing PVC/Gpsysum plain colour false

ceiling with grid type with aluminium frame from

gypsteel, fastners ,props, Finishing as per

architectural drawing allowing openings for

A.C. Diffusers, Light/Electrical Points etc – 766.00

complete, Prior to fixing on frame.(Brand :

Anutone or equivalent ) (N.S.) or as directd by

engineer In Charge.

Provdg. & laying S.W. Gully trap with brick masonry

chamber & water tight G.T.Stone including fixing of

covervSquare mouth trap 100 mm x100 mm size P- 1,279.40

Providing cement vata (10cmx10cmsize) quarter

218 500.00 roundin cement mortar 1:1 including neat cement Rmt.

finishing, waterin getc. complete.

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion 1:1 Salt

glazed stoneware pipes including testing of pipes and 211.05

joints complete.(A) 100mm dia.

Providing and laying (to level or slopes) and jointing

with stiff mixture of Cement Mortar in proportion 1:1 Salt

glazed stoneware pipes including testing of pipes and 288.23

joints complete.(B) 150mm dia.

Constructing brick masonry chamber for underground

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be

not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

221 2.00 frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- Each

cement :2- coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions 455mmx

610mm and 450mm deep for single pipe line.

Constructing brick masonry chamber for underground

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be

not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone aggregate 3,624.51

20mm size) foundation concrete 1:5:10 inside plaster

15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed

concrete etc. complete.(i)Inside dimensions 500mm x

700 mm and 450mm deep for pipe line

with one or two inlets.

Constructing brick masonry chamber for underground

C.I. Inspection chamber and bends with bricks having

crushing strength not less than

35Kg/ Cm2 in C.M. 1:5 C.I. cover with frame (Light duty)

455mm x 610mm intenal dimensions total weight of

cover with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

222A 1.00 (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse Each

sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed

concrete etc. complete.(iii) Inside dimensions 600mm x

850 mm and 450mm deep for pipe lines with three or

Providing, supplying and fixing precast C.C. blocks (M-

20) edge kerb having size of 75 x 300 x 300 mm depth

223 1.00 and as per design conveying it to the site, jointing into Rmt.

C:M 1:3 and racking out the joints incl. necessary

excavation of asphalt, soil etc..completed.

Constructing a cooking Sandwich platform 60 cm. width

and 70 cm high resting on B.B.Masonry walls

23 cm.thick in C.M.(1:6) with (ii) Fixing black Granitee

30mm thick laid on precast R.C.C. (1:2:4) slab with 933.98

plastering on exposed faces of wall in C.M. (1:4) etc

Constructing a cooking platform 60 cm. width and

cm high resting on B.B.Masonry walls 23 cm.thick in

224b 1.00 C.M.(1:6) with (ii) Fixing black kadappa stone 30mm Rmt

thick laid on precast R.C.C. (1:2:4)slab with plastering

on exposed faces of wall in C.M. (1:4) etc complete.

Providing and fixing hard drawn steel wire fabric 75mm

x 25mm mesh or weight not less than 7.75 kg. per

Sq.M. to window frames etc. including60 x 20mm 754.65

beading of teak wood.

Providing & fixing 15 cm wide chicken mesh jali with

226 500.00 nails & then application of 15 mm plaster on R.C.C.& Rmt.

masonary joints as per dir.of engg.in charge

Providing and laying cement concrete flooring 1:2:4 (1-

cement : 2-coarse sand : 4-graded stone aggregate

20mm nominal size) laid in one layer and finished with a 348.08

floating coat of neat cement. (A) 50mm thick.

Providing and constructing, Underground (U/G) water

tank of specified capacity, on specified location, for all

depths, in controlled CC of M-200 grade with bottom

slab, top slab and RCC walls, including cost of form

work and reinforcement,with inside and outside plaster

228 1.00 in CM 1 :3 and water proofing treatment as per IWP Litre

specification,including injection, grouting, etc. complete.

The rate includes for providing and fixing two nos. 0.6m.

x 0.6 m. size medium duty CI manhole cover/s at top,

including wash out pipe line and inlet and outlet

connections etc. complete.

Providing & Fixing of Armstrong Mineral Fibre

Acoustical Suspended Ceiling System with Dune

(Bevelled Tegular) Edge Tiles With Armstrong 15mm

Exposed GRID. The tiles should have Humidity

Resistance (RH) of 99%, NRC 0.5, Light Reflectance

229 1.00 ≥85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Smt

Colour White, Fire Performance UK Class 0 / Class

(BS 476 pt - 6 &7) in module size of 600 x 600 x 15mm

suitable for Green Building application, with Recycled

content of 32%. The tile shall be laid on Armstrong

Silhouette profile grid system with 15mm white flanges

incorporating a 6mm central reveal in white/black colour

and with a web height of 45mm and a load carrying

capacity of minimum 15.68 Kgs/M2 & minimum pull out

strength of 100 Kgs.. Silhouette, Main Runners & Cross

Tees to have mitred ends & “birdsmouth” notches to

provide mitred cruciform junctions. The T Sections have

a Galvanizing of 90 grams per M2 and need to be

installed with Suspension system of Armstrong make.

Warranty Certificate and Test Reports for NRC, CAC

and Fire rating shall be provided by Vendor.

Mineral Fibre Acoustic Modular Ceiling Tile should be

GREENPRO certified and qualifies as GREEN

PRODUCT certified by CII Green Products and

Services Council.INSTALLATION: To comprise main

runner spaced at 1200mm centres securely fixed to the

structural soffit using Armstrong suspension system

(specifications below) at 1200mm maximum centre.

The First/Last Armstrong suspension system at the end

of each main runner should not be greater than 450mm

from the adjacent wall. Flush fitting 1200mm long cross

tees to be interlocked between main runners at 600mm

centre to form 1200 x 600 mm module. Cut cross tees

longer than 600mm require independent support. 600 x

600mm module to be formed by fitting 600mm long

flush fitting cross tees centrally between the 1200 mm

cross tees.Perimeter trim to be Armstrong wall angles of

size 3000x19x19mm, secured to walls at 450 mm

maximum centres. Installation should be carried out as

per Armstrong recommended procedure.ARMSTRONG

SUSPENSION SYSTEM accessories manufactured and

supplied by Armstrong World Industries consisting of

M6 Anchor Fasteners with Vertical Hangers made of

Galvanised steel of size 26 x 26 x 25 x 1.2mm with a

Galvanised Thickness of 80gsm, A pre Straightened

Hanger wire of dia – 2.5 mm of 1.8 m length., thickness

of 80gsm and a tensile strength of 344-413 MPa, along

with Adjustable hook clips of 0.8mm thick, galvanised

spring steel for 2.68 mm with a minimum pull strength of

110 kg. The adjustable clip also consists of a 3.5 mm

aquiline wire to be used with the main runner.

Providing and fixing PVC Printed pain colour false

ceiling with grid type with alluminium frame consisting of

600mm x 600mm 3mm thick plain PVC sheet used as

panel insert in a frame work made using anodized

alluminium T section of size 1 x 1 (235 x 25mm,

gauge or 1 mm thick) in square pattern of grid sizes of

x 2 (600 x 600mm) The alluminium frame work is

supported from the cceiling with the help of G.I. hook 766.00

and G.I. wire/6mm M.S. rods of required sizes to

maintain proper level etc. The aluminium frame work is

supported on side wall with the use of alluminium L

section of size 1 x1 (25 x 25mm) angles etc. complete

as per direction of Engineer in charge. Manufactures

specification and drawing.

Providing and supplying of labour for necessary manual

excavation, cleaning, Shifting of Material Or any other,

or for any other work as directed by Engineer In charge. 551.00

The Rate includes Handcart with Mazdoor

Fitter/Plumber/Mason

WELDER/ Gas cutter at Day /night

Supplting of welding machine / gas cutter including cost

D 2.00 of welding rods/gas, Transportation, including carting No

from site to work place.

Mazdoor at Day Male/Female

Conveyance charges of (A) limemurrumbuilding

rubbish earth manure or

sludge & execavated rock andrubbish [Limemurrum 326.73

building rubbish

Supplying electric breaker machine for RCC slab or

asphalt demolishing work on site by using operator,

fuel, power supply etc.complete as directed. (no

233 1.00 payment should be allowed for non working condition of Shift

machinery and for pipe line excavation and M.H. work.

Allowed only for break down work) (Based on

Previously approved rate by CE sir )

CatchPit Jali Fixing P/F FRC catch pit jali with frame

234 1.00 600mm x 600mm clear opening etc. comp. As directed No.

by engineer in charge. (Based on Central Store Rate)

Providing and fixing concealed center point to wall

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water of

following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc.

Providing and fixing cast iron steps of size 500mm x

236 8.00 150mm x 22.5mm and painting with two coats of Anti- Each

corrosive paint etc. complete.

Supplying and fixing C.I. cover 300mm x 300mm

237 10.00 without frame for Gulley trap (Standard pattern) te Each

weight of cover to be not less 4.53 Kg.)

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression type

fittings, wall clips etc. including making good the

wall ceiling and floor.

Providing and fixing sheet glass, selected quality (Type-

C) bedded in putty and fixed with

239 1.00 wooden beading including the cost of wooden beadings Smt

of first class teakwood and necessary cutting of glass.

(2) 6 mm thick.

Providing and fixing rough cast wired glass, 6mm thick

bedded in putty and fixed with

240 1.00 wooden beading including the cost of wooden beadings Smt

of Indian teak wood and necessary cutting of glass. (C)

Wired - figured glass

241 1.00 Providing and fixing five courses water profing Smt

treatment with bitumen felt consisting of second and 466.84

fourth course of blown / bitumen or/ and residual

bitumen applied hot at 1.2 kg.per Sq.M.of area for each

course and first course with fibre base bitunen saturated

under lay type land third course

with fibre base self finished felt type 2 grade 1 and

fifth and final course of stone grit 6mm and down

size or pea sizes gravel spread at 0.008 Cu. Metre / Sq.

including preparation of surface excluding grading

Providing and fixing three courses water profing

treatment of Astral Make Company. with an first layer of

first course with fibre base, Second Course of Water

Proofing chemical coat, and Third Coat of Fibre Coat

242 1.00 with fibre base self finished felt type 2 grade 1 and final Smt

course of Burshing with chemical Treatment with a

thickness of 1 to 2 mm thickness, including preparation

of surface , The Said work should be provided for a

perfomance bond of 5 Years for warranty purpose.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix

(1-cement :2-coarse sand : 4-graded stone aggregate

20mm nominal size) foundation concrete1:3:6 mix (1-

cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:3 (1-

Cement : 3-coarse sand) finished with a floating coat of

neat cement and making channels in cement concrete

1:2:4 mix (1- Cement :2-Coarse sand :4-stone

aggregate 20mm nominal size) finished smooth

243 1.00 complete including curing and festing (i) Inside size Each

and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be

not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of

frame 64 Kg.)(A) With 230mm thick walls of brick

msonry using brick having crushing strength not less

than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement:

5-Coarse sand) (1) A type depth 0.90 Metre for 150mm

diameter sewer.

Providing and fixing of wall paper at Wall/Ceiling/ or at

other places, as required. ( Basic Rate of Wall paper

244 1.00 must be (100-120) Rs. Per Sq.Ft. The Rate includes of Sq.Ft

necessary material, with fixing and transporation with

necessary solution.

Providing and fixing of Shower of jaquar make for Serial

245 1.00 No. 0797N ALD ( High Flow C/Body-Jaquar, Primary No's

Providing and fixing of Metro Pole of 40 mm dia of

Jaquar Make of series FLV-1093 N ( Serial No. 10935 ) 4,062.00

Providing and fixing of chair bracket for Support of W.C.

of Primary batch Series-7324 of Jaquar make 2,225.00

Providing and fixing of upper part of W/C of jaquar

series of 8481 2,378.00

Providing and fixing of 2 in 1 Bib cock of jaquar Series

249 1.00 of KUP-35041 (8481) as per Instructions of engineer in No's

Providing and fixing of Pillar cock of jaquar make series

250 1.00 EXTND 190 MM as per instructions of engineer in No's

Providing and fixing of Angle cock of jaquar make series

Providing and fixing of shower of size 8x8m including

252 1.00 shower arm, flange, floor trape, including all material No's

with fixing as per Instructions of engineer in charge.

Supplying and fixing of Roller blind curtain In Patterned

Fabric of Different Textures corded in roller blinds with

stiching fittings and of stichles pattern. The Price Rate

Includes necessary Making with fixing of roller blind with 6,670.00

roller mechanism as instruction and selection of design

as per engineer in charge.

Supplying and fixing of Sheer Curtains of Different Size,

In Patterned Fabric of White Colour Textures stiching

254 1.00 fittings and of stichless pattern. The Price Rate Includes Smt

necessary Making with fixing of Sheer Curtain with top

channels of fixing as instruction of engineer in charge.

Supplying and providing of Green Curtain for prevention

of Sunlight. The Price Rate Includes blackout curtains

with dense or fabirc or foam interlining material. The

Price Rate also Includes necessary fixing with roller tie 1,162.00

ropes at site at any height as per instruction of engineer

Supply & fixing factory finished cold formed Light guage

steel frame sections confirming to SP:6 (5) 1980 at site

or work including riveted, bolted or welded in builtup for

all type of sections ,in framed work, cutting, hoisting,

fixing in position and 113.31

applying primer coat of approved steel primer etc.

complete as per structural designs & directions of

Engineer-in-charge.

Providing valleys 900mm overall in plain 1.6mm thick

G.I. sheet fixed with G.I. J or L Hooks, Bolts and nuts

glavanised iron J or L Hooks Bolts and nuts 8mm dia 1,042.78

G.I. Limpet and bitumen washers complete.

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S.

259 1.00 class NP2 of the following internal diameter with collars Rmt

and butt ends prepared for collar joints including testing

of joints complete.(D) 300mm

Constructing Manhole with R.C.C. top slab in 1:2:4 mix

(1-cement :2-coarse sand : 4-graded stone aggregate

20mm nominal size) foundation concrete 1:3:6 mix (1-

cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:3 (1-

Cement : 3-coarse sand) finished with a floating coat of

neat cement and making channels in cement concrete

1:2:4 mix (1- Cement :2-Coarse sand :4-stone

aggregate 20mm nominal size) finished smooth

complete including curing and festing (i) Inside size 19,139.07

900mm x 1200mm and 1.5M. deep including C.I. cover

with frame size 560mm diameter total weight of cover

and frame to be not less than 128 kgs. (Wt. of cover

Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls

of brick msonry using brick having crushing strength not

less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for

150mm diameter sewer.

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S.

261 1.00 class NP2 of the following internal diameter with Rmt

collars and butt ends prepared for collar joints including

testing of joints complete.(D) 300mm

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam

specification including premixing the Material with

262 25.00 water at OMC in mechanical mix plant carriage of Cmt

mixed Material by tipper to site, laying in uniform

layers in sub‐ base / base course on well

prepared surface and compacting with vibratory

roller to achieve the desired density as per Codal

The Rates are Exclusive of G.S.T. Prevaling G.S.T Will be paid Seperatly.

Contractor’s Quoted Rate: -

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Addl.City Engineer ( West Zone )

As per account department(A.M.C.) circular no. 56, Dt.19/09/2016 Bank guarantee of said

work must be of Ahmedabad city branch, which mentioned as bellow.

(A) Guarantee issued by following bankswill be accepted as SD/EMD on permanentbasis.

(1) All Nationalized Banks including the Public Sector Bank-IDBI LYF.

(2) Private Sector Banks authorized by RBI to undertake State Government

Business (at present : AXIS Bank, ICICI Bank, HDFC Bank)

(B) Guarantees issued by following Banks will be accepted as SD/EMD for the period up to

(1) Commercial Banks :

(1) Kotak Mahindra Bank

(2) RBL Bank (The Ratnakar Bank Ltd.)

(3) IndusInd Bank.

(4) Karur Vysya Bank.

(6) FEDERAL Bank.

(7) SOUTH INDIAN Bank.

(2) Co-Operative Banks of Gujarat

(1) The Kalupur Commercial Co-Operative Bank Ltd.

(2) Rajkot Nagarik Sahakari Bank Ltd.

(3) The Mehsana Urban Co-Operative Bank Ltd.

(4) Nutan Nagarik Sahakari Bank Ltd.

(5) Saurashtra Gramin Bank.

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no

4 Permanent account no. (PAN no.)

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIAL CONDITION OF CONTRACT

1.0 The Contractor shall have to maintain all required registers for quality control, material

management and progress of the work as per the AMC's prevailing circulars and as directed by

engineer- in-charge on daily basis.

1.1 Contractor has to manage proper storage of all the materials.

1.2 Contractor has to use good shuttering material for the project.

1.3 Contractor has to take all risk policy & workman compensation policies of the project & should

be effective up to handing over the possession. Incase of any Incident i.e. fatal accident that

occurs at site, complete responsibility will be of the Contractor.

1.4 Contractor is responsible for all liasioning for seeking all the permission required during the

1.5 Municipal Commissioner reserves the rights to reduce / increase the scope of work up to any

extent without assigning reason thereof and the contractor has to execute the BOQ items at his

1.6 All rates quoted by the contractor to be inclusive of all applicable taxes (GST).

1.7 The Contractor shall make his own arrangements for the engagement of all staff and labour,

local or other, and for their payment, housing, feeding, transport and other facilities according

to prevailing labour laws.

1.8 AMC may at its discretion no coplains/no work for a period, single or multiple works at any

given time. once the work is given by SMS, Phonecalls, Whatsapp, Letter; the contractor has

to attend the work within 24 hours. Failure of the same shall invite penalty of 10,000/- per

occurance. Repeated failure of more than 3 times, the contractor shall be blacklisted. No

further claim shall be entertained and the work shall be carried out of current market rate

and supervision charges of 27% at the risk and cost of contractor after the due date of

Seal and Signature of the Bidder Additional City Engineer

Date: Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at

different sites simultaneously. Contractor's having labour force available during festivals shall

only apply. Contractor can not stop the work due to on availably of labour force. In case

progress is delayed, contractor shall be penalized 0.1% of Tender amount per day for work

done after time limit, maximum up to 10% for remaining work.

5. Bitumen rate difference will be paid as per tender conditions, if applicable.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate

bills of contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as

directed"/approved" by the Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to

mean as a reference to the latest edition of the same in force on the date of agreement.

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of

specific mention of a particular point or aspect, the provisions on these particular points, or

aspects in the relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to

the following limits:

(i) Length, width and depth (height)------- 0.01 Meter.

(ii) Areas -----0.01 Sq. Mt.

(iii) Cubic Contents ------0.01 Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical route and

not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard

shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

specifications shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of

work is in the form of a designation containing the number of the specification of the material

and prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve

the contractor from the responsibility of replacing defective material brought on site or

materials used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner.

Materials shall be stone at site of work in a systematic manner. Materials shall be stored in

such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-

ensure the preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from

the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the

particular item.

27. All tools, templates, machinery and equipment for correct execution of the work as well as for

checking lines, levels, alignment of the works during execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or

over loading of the various components of the structure during execution or after completion

of the structure.

29. All necessary safety measures and precaution (including those laid down in the various relevant

Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the

works as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one

percent towards testing charges is separately made.

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar

days (120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall

furnish to the Corporation Security Deposit of 5% (five percent) of the contract price cheque or

Bank Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE & STAMP ADDL.CITY ENGINEER

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 Monthafter the order to start the works. Progress of work

should be in proportion to time limit.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the

traffic. He shall be responsible for any damage to public. If any incident happen, during the

execution of work. In case of dispute for unseen or overlooked items the decision of the Dy. City

Engineer shall be final. The contractor shall have to give site clean of all rubbish during the work

and at the time of completion of work and hand over the site with final finishing of the work as

directed. All the rejected materials shall be removed from site within 24 hours by contractor at this

risk and cost. Debris shall have to cart daily from site.

If any extra item crops up during the progress of work the same shall be carried out by the

contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest

SOR or if item is not available in SOR than based on current market rates. In case of extra item

decision of Add. City Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the

propose work the contractor shall carry out the same at his quoted rates without charges any extra

and the contractor will have to carry out the works and he will be paid at the rate quoted by him.

No claim for extra rate for subsequent changes in site and design is entertained.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will

be fully responsible for compliance of the various provisions under contract Act. 1970 and the

Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the

tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer

on his own during the period. If any tenderer withdraw or makes any modifications or addition in

the terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal

Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the

work the penalty of Rs.- ( As per Form - B1) per day of delay shall be recovered from the immediate

bills payable to the contractor. Contractor has to make his own arrangement for procurement of

steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in

form of demand draft or in cash.

iv) Condition of Form - B1 Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept.

- Govt. of Gujarat booklets of Building Works & and Road Works Specifications published

by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites

sealed Tender document from reputed and qualified bidders for the construction of Works

detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works (Rs.) Period

1 Construction of new compound wall Rs. 59,99,993.19 Rs.59,999.00 12 Months

of garden in Usmanpura village,

upgradation of compound wall and

toilet repair in Senior Citizen Garden

Bhimjipura, toilet repair in Vande

Mataram Garden, Necessary repair

work in Keshavnagar Community Hall

and necessary repair work in other

municipal buildings in Sardar Patel

Stadium ward of West Zone (ARC)

2. Interested bidders shall download the tender documents from AMC’s website

www. amcnprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs. 2400.00 in the form of Demand

Draft / Pay Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works

in the above Table payable at Ahmedabad and drawn in favour of MUNICIPAL

COMMISSIONER, Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be

specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr.

Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal

Corporation, 2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal

Corporation, W.Z. Office, Ahmedabad-380013. in the presence of bidders or their

representatives who choose to attend. In the event of the specified date of bid

submission/opening being declared a holiday for the Employer, the bids shall be received

/opened on the next working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender

fee & EMD (Draft /DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate

envelope (marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/

Speed Post/ Hand Delivery in duplicate. The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

If the outer envelope is not sealed and marked as above, the Employer will assume no

responsibility for the misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid of physically submitted document of all the bids received

for the package (except those received late) containing the sealed Tender volume and other

enclosures then announce the names of bidders in the presence of bidders or their representatives

who choose to attend on the date and time mentioned in the NIT In the event of specified date of

bid opening being declared as a holiday for the Employer, the Tender will be opened at the

appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer

at the opening will announce bidder’s names, , the presence/or absence of EMD, the amount and

validity of EMD furnished with each bid, is valid registration and such other details, as the Employer

may consider appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the

Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the Employer

as non-responsive and the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with

valid EMD will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the

bid shall be rejected as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly

signed, meets the eligibility and qualification criteria, has the required available bid capacity, is

accompanied by the requisite certificates, undertaking and other relevant information specified in

the bid documents and is substantially responsive to the requirement of the bidding documents

and provides any clarification for ascertaining the correctness of the information/details.

2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not

subsequently be made responsive by correction or modification or withdrawal of the

nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to be

substantially responsive in accordance with Clause 2 and qualified for award of Contract in

accordance with Clause 5 (General Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and

time. In the event of specified date of bid opening being declared bidders who qualify the criteria

then bidder bid will be considered for opening of price bid.

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be

substantially responsive to the bidding documents and who has offered the lowest Evaluated Bid

Price, provided that such bidder has been determined to be (i) eligible in accordance with the

provisions of Clause 3(General Terms and Condition); and (ii) qualified in accordance with the

provisions of Clause 5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify

the successful bidder by cable/fax and confirmed by registered letter that his bid has been

accepted. This letter shall name the sum which the Employer will pay the Contractor in

consideration of the execution, completion and maintenance of the Works by the Contractor as

prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving

letter of Indent. Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his

discretion, ask any bidder for authentication the correctness of the information/details furnished

by him in his bid. Such request by the Employer and the response by bidder shall be in writing or by

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid

from the time of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid

comparison or contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other

persons not officially concerned with such process until the award to the successful bidder has

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for

itself on its own responsibility all information that may be necessary for preparing the bid and

entering into a contract for construction of the Works. The costs of visiting the Site shall be at the

bidder’s own expense.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter

its premises and lands for the purpose of such inspection, but only upon the express condition

that the bidder, its personnel and agents, will release and indemnify the Employer and its

personnel and agents from and against all liability in respect thereof and will be responsible for

death or personal injury, loss of or damage to property and any other loss, damage, costs and

expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the

Employer will in no case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be

valid for 28 days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly

as Early as possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned

when the bidder has furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful

bidder shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E.

Circular.in the form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5%

(five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At

present a policy is framed by Audit department of AMC to charge 4% interest for the balance

period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as

per format shall be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released

along with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. &

As per AMC Rule

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding

GST) etc. on material procurement or any other component for the works from any source shall be

borne by the contractors.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall

be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any

other state Govt. or institutions. Copy of registration should be attached with tender document.

Tenderer who was not registred in AMC must be get registred in panel of approved AMC contractor.

2. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources Department

with the correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2

liquidated damages for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

3. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by the

Engineering in charge.

4. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to mean as

reference to the latest edition of the same of force on the date of agreement.

5. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific

mention for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

6. All measurement and computations, unless otherwise specified shall be carried out nearest to

the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall be

7. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

8. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant shall

not absolve the contractor from the responsibility of replacing defective materials brought on site or

materials used in the work found defective at a later date. The contractor shall have no claim to any

payment or compensation whatsoever on account of any such materials being rejected by the Engineer

9. The contractor’s rate for the item of work shall be for the work completed in all respect.

10. All materials including those of electrical shall be got approved by the Engineer in charge/ Architect

before using them in the work.

11. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be removed from

the site of work within 24 hours.

12. All work shall be carried out in a manner as per standard engineering practice.

13. All tools, templates, machinery and equipment for correct execution of the work as well as for checking

lines, levels, alignment of the works & all precautionary measures during execution shall have to be

kept in sufficient numbers and in good working condition at the site of the work. All excavated trench

shall be kept covered with barricade and caution tap.

14. Special modes of the construction not adopted in general Engineering practice, if proposed to be

adopted by the contractor shall be considered only if the contractor provided satisfactory evidence that

such special mode of construction and completion of work to the required strength and quality.

Acceptance of the same by the Engineer in charge shall not however, absolve the contractor from the

responsibility of any adverse effect and concordance of adopting the same in the course of exaction or

completion of the work.

15. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor

Mineral Act", and such other laws and rules prescribed by the Government from time to time.

16. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian

Standard) shall be taken to engrave the safety of men, materials and machinery on the work and also of

the work itself.

17. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum of

actual work for which no any claim shall be entertained by A.M.C.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. The work in general shall be carried out as per standard specifications of the relevant items to be

executed & as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant for

20. The general terms & conditions of the contract shall be applicable & shall be binding on the contractor.

The contract agreement shall have to be executed between AMC & the agency to which work is

awarded for execution.

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order

shall be issue to contractor and the time limit shall be start from the date of issue of the written work

order to the contractor.

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned

tender and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order

shall be issue to contractor and the time limit shall be start from the date of issue of the written work

order to the contractor.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand

draft / cheque or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to

sign contract paper with AMC. The contractor shall be fined 4% of interest per year for delay in

submission of S.D and shall be deducted from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or

His Designeted Officer will be final and binding to the Contractor.

23. The contractor shall take no advantage of any apparent error or omission in drawing or specification

and the Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the

intent of the plants and specifications.

24. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will

be payable by the contractor.

26. No any kind of price rise / price escalation / price variation for cement, steel or labour shall be paid.

27. Contractor is requested to see the site physically before tendering. He is also requested to quote the

rates keeping in view of all the points mentioned in relevant pages of tender documents.

28. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the

construction of the works and provide a satisfactory supply of potable water for drinking, washing,

sanitation and cleaning down. The contractor will be responsible for all the costs where applicable of

connection, meter installation, water consumed, water required for testing purposes, disconnection

and the laying, maintenances and ultimate removal of any distribution system around the site.

29. Electricity: Electric supply will be made available at the site by the Contractor and the contractor must

make his own arrangements with the Corporation and Electricity Supply Authorities and with other

contractors to connect and to take a supply from such services, paying all costs in connection

The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose of

the work and shall pay such charges as is fixed by the appropriate supply Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during the

work. No compensation shall be paid for idle labor staff, machineries and for use of diesel operating

sets etc. as the case may be.

30. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria

mentioned above along with the bid. They shall have also to submit the income tax clearance

certificate and solvency certificate.

31. No advance such as secured advance machinery advance, mobilization advance or materials advance

32. The contractor shall get the electrical works executed through the authorized Government approved

licensed electrical person or firm in appropriate category in accordance to contractual provisions.

33. The electrical works shall be carried out strictly in accordance with the directives issued by Engineer in

34. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby total

amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

35. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the

36. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will be

rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No any

claim to that effect shall be entertained. The Municipal Commissioner also reserves the right to reject

any or all the tenders without assigning any reason thereof.

37. The contractors are requested to quote their rates considering above tender conditions.

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special

reason (like site is not available and due to unavoidable circumstances arise), after evaluation of

situation the actual date of starting of work will be consider after approval of Dy.M.C. (West zone)

39. The Contractor shall not claim for increase or decrease in the quantity of the BOQ item or the scope of

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done

by the contractor.

41. Conditional tenders will not be accepted.

Signature of contractor with seal Additional City Engineer (W.Z)

Date Ahmadabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 months after the order to start the works. Progress of work should

be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and

instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may

be brought by him on site. This account shall be regularly maintained and kept open for inspection by

Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be

made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of

binding vibrator for R.C.C. works if required shall have to be made by the contractor.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.

He shall be responsible for any damage to public. If any incident happen, during the execution of work.

In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be final.